The URL can be used to link to this page

Home My WebLink AboutOV1702829-0 JgyEY ��Oy9 --low Fb�/NDED A%1A Town of Oro Valley Community Development and Public Works March 12, 2018 Fenn Moun WD Partners 19100 Von Karman #600 Irvine CA 92612 Re: OV1702829, Engineering Review —Conceptual Landscape Plan Acceptance Letter for Starbucks Coffee located at 10615 N. Oracle Road (3'd Review) Dear Mr. Moun, Development Engineering Review has completed its review (civil related items) of the subject plan set, and has no additional comments. Please note, further Civil Engineering review will be conducted during the Building Plan submittal process. If you have any questions, I can be reached via phone or email. Sincerely, ___-_- - f Esteban Tineo. P.E. Senior Civil Engineer etineo(aD_orovalleyaz.gov 520-229-4824 c: File Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov i phone: (520) 229-4800 1 fax: (520) 742-1022 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 1.2 GENERAL APPLICATION FORM Application Type: ❑ Major General Plan Amendment ❑ Rezoning/PAD Amendment ❑ Planned Area Development ❑ Conditional Use Permit ❑ Zoning Code Amendment c it an ❑ Conceptual Public Art 1 ❑ Conceptual Architecture-�---- -� '- au Conceptual Landscape Pla ❑ Final Plat e" ❑ v Pre -Application pV ❑ Zoning Verification NOV 2 12017 ❑ Sign Criteria �» ❑ Sign - PAD Exemption ❑ Master Sign Program °'•°'......•••••..a ❑ Communication Facility — Tier 1 and 2 Minor ❑ Communication Facility — Major ❑ Revised Development Plan ❑ Other Sub'ect Propertv Information: Address: IV 6l 57 N . 0R-A6 ,& t-7P• Parcel/Tax Code: Subdivision / Commercial Center Name: Q.oyN!Fl ?-ftN C-" 0-1' S f iSw!c_� Book / Page or Sequence Number: S aM T%Tte Q-WO'r } Lot Number(s) Legal Description: Section/Township/Range: Existing Land Use: Applicant Information: Applicant *: Area of Property: Proposed Land Use: * If more than one, attach list Name: FENN K0 V W Firm: W�5 Address: /1100 VON WAP-*4PrO A&00 City: JP_ VlrU6F State: a Zip: ?- i Telephone: (a4tl )446 8226 Fax: Email: AGN"- Mr7W(2- WQIPA97MJERS •CaK Property Owner(s) if different from Applicant *:�� Name: _WL C k l $F 1�2. 5Cale I"' Firm: Tl/SG®N Address: (L 3 N PvS&b• R \dge- 1s ty �'� ° be Val1tl State: zip: Telephone: 2.0- 310 - b2'7 S Fax: Email: Consultant*: Name: Address: Telephone: (Discipline) Firm: City: _ Fax: Email: 6 State: Zip: r 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. �� CNN MOVhJ �� f I s 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 Countyfold & 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 I WDPARTNERS.COM 19100 VON KARMAN AVENUE- T 949 753 7676 SUITE 600 F 949 753 7678 IRVINE, CA 92612 VW 49%WJS .11 , � NOV .2 1 ZG PROJECT NARRATIVE "......•••........... 11/13/17 To: Town of Oro Valley Planning Department Please find this narrative letter and it's attached architectural documents as our intent for formal submittal for Conceptual Architectural review with CDRB. The proposed scope of work involves interior remodel and exterior renovation of an existing "Burger King" restaurant pad for a new Drive-Thru Starbucks Coffee shop at the Rooney Ranch center located on Oracle Road and First Avenue. Many considerations were made to the site layout as raised by Town staff during the pre -application meeting. The conceptual site plan layout now features drive- thru lane queuing for (7) seven vehicles, placement of additional bike rack storage, retaining architectural elements such as the arch which separates adjoining pad buildings, reclaimed wood siding sourced locally, and a paint scheme w/ metal trims which consists of LRV values of less than 60%. Signage has been conveyed on exterior elevations, although we recognize this may be a deferred item for future permitting. Building height overall is 21 feet and scales down to 16' on lower parapet elevation. Due diligence was conducted during placement of the accessible route from the public way as detailed on C1001 civil design. The path of travel leads from primary entrance of the store, to northeasterly existing egress way/drive entry from SR 77. We feel this achieves the pad interconnectivity that will be sustained over time by the Rooney Ranch owner(s). We have preserved entirely all the native landscaping and identified any new landscape plantings. A Covered/shaded patio seating area is proposed at the former'playpen area' with new perimeter railing /wood siding and standard furniture provided by Starbucks. We feel the patio area maximizes views, encourage pedestrian friendly gatherings, and as discussed, presents a gathering area for residents and the community. The patio design is cohesive with the overall building, and in turn, compliments the Rooney Ranch design guidelines because of its authenticity and character presented by enriched materials and robust design palette. The scale of the building is also appropriate. One of the main principles the Town Code cites: "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. DV 17022' ** 9 Buildings shall be designed to respect the scale of adjoining areas and should mitigate the negative and functional impacts that arise from scale, bulk and mass." (Sec 22.9D.5b) In addition, "Project design shall consider and integrate all elements by: (1) Provide consistent architectural treatments, articulation, and fenestration to present a coherent design theme for all sides of a building." (Section 4.2A.3a) We have provided a materials sample board which conveys the above aesthetic principals. We feel the patio area is the defining hallmark character of the store and emphasis was placed for it to function as an aesthetically -pleasing gathering space. Interior. decor was also considered. Additionally, following features also compliment the abovementioned codes: • Preservation of architectural medallions on the "archway" • Stucco accents are preserved • Roof cornicing was painted to match scheme of building but not over embellished • Metal trims and canopy brings an updated contemporary feel for the building which compliments the Fry's gas station center • Aesthetics is a net overall improvement from the existing dilapidated burger king pad. • Drive-thru stacking and parking code is conforming and circulation does not appear to major challenge for this pad. • Rooftop HVAC and RTUS are fully screened and hidden from view. We are both excited and pleased to present this to CDRB for review and consideration. Please feel free to let us know if you need any additional documents or supplemental information. FENN MOUN WD PARTNERS Enclosed Attachments: 1. Architectural Site Plan 2. Exterior Elevations 3. FFE Plan 4. Site Improvement Plan 5. Site Grading and Drainage Plan 6. Sample Materials Board 7. Photos WD PARTNERS 1 10.26.17 a Chapter 2: Non -Residential - v a 2. Shopping cart corrals and storage areas shall be visually screened through the use of - screen walls, landscaping or enclosed within ; the building architecture (Figure 2-39). ,. 3. Bicycle parking shall be located in a shaded area conveniently accessible to building en- V, trances and bicycle storage facilities shall in- corporate complementary design, colors, and �- materials of the overall project. Section 2.2 Architectural Design A. Building Design 1. General Considerations a. The scale of development shall be appro- priate to the land use type (e.g. commer- cial office, retail, light industrial) and pro- mote human scale development through the following methods: (Buildings shall be designed at the ground or pedestrian level to provide human scale. This may be achieved by using the appropriate sizing and locations of openings, level of archi- tectural detail, articulation and use of textures (Figure 2-40). (2). Buildings design shall reflect consid- eration of superior and desirable de- sign elements of adjacent develop- ment when applicable and appropri- ate. (3). Buildings shall be designed to be com- patible with the natural environment (Figure 2-41). 2-14 a Chapter 2: Non -Residential B. Roofs 1 Variations in roof lines shall be used to add interest and reduce the scale of larger build- ings. Roofs shall consist of one or a combina- tion of the following: a. Sloping roofs b. Parapets c. Overhanging eaves d. Material Variations 2. Parapets shall contain varied rooflines and/or incorporation of sloped roof elements. Para- pets shall incorporate design elements, in- cluding pre -cast elements, projecting cor- nices, lentils and caps (Figure 2-43 & 2-44). 3. Rooftop mechanical equipment shall be screened or installed in a manner to fully con- ceal and to prevent obstruction or distraction �^ of other views. Screening shall be consistent with building design. Materials and color shall of low reflectivity (Figure 2-45). 4. Roof access should be provided with roof hatches, roof ladders and roof drains/ 2-15 Chapter 2: Non -Residential downspouts shall be architecturally integrated into the building. C. Building Styles and Historic Context 1. Design shall consider the context and archi- tectural vernacular of the region. The architec- tural vocabulary shall contain forms or include appropriate elements which draw influences from traditional southwestern styles such as, but not limited to: Southwest Traditional, Terri- torial, Pueblo, Spanish Colonial or Tuscan. 2. While a single style or combination of the above styles is not required, the use of or a contemporary interpretation of historic styles is strongly encouraged (Figure 2-46). 3. Coordinate the design of retail complexes that involve multiple buildings to achieve visual compatibility. 1, 4. Prototypical corporate architecture shall be modified to reflect the design and style of the overall project and shall incorporate consis- tent colors, material and architectural ele- ments of the overall project. Single use sites shall reflect local design and style influences which moderate corporate influenced design and style (Figure 2-47). D. Building Size and Mass The visual impact of development shall be moderated to reduce the apparent scale and mass of building form. Consistent roof plan Variation, wall plane articulation and consis- tent architectural treatment is required on all exterior facades to reduce scale and mass and provide visual interest (Figure 2-48) the following methods are encouraged: 2-16 Chapter 2: Non -Residential "> Divide mass of large buildings into basic geometric components to modulate the overall building form. b. Use of architectural treatment at the base of a building to create visual interest and grounding of the building. c. Use of wall plane changes, fenestration (/ placement, colonnades, building form re- cesses, overhangs, and other architectural features to define central portion of build- ing. Increase textures and high level fin- ishes, such as stone, at the pedestrian level (Figure 2-49) . Use of varied roof planes, varied roof orms and well defined architectural treat- nts such as deep overhangs and cor- nices at top of building (Figure 2-50). 'e,. Break up long continuous building sur- faces with off -sets or contrasting forms at regular intervals. Off -sets or vertical ele- ments shall be of sufficient size and depth to effectively mitigate the visual impact of the horizontal line and mass (Figure 2-51) f. Ground level facades that face public streets and/or primary parking areas shall have one-story pedestrian scale features „ on at least 2/3 of the horizontal length of .' the side of a building. Features may in- clude windows, entry areas, arcades and/ or overhangs (awnings, trellis, etc.). g. Use of color, textures or materials changes to articulate wall planes. Chapter 2: Non -Residential or recessed areas. i. Multi -level buildings should incorporate step(s) in vertical plane to reduce the building scale. Building scale and mass can be moderated through the use of fenestration and door open- ings also contribute to overall proportion of building elements and provide balance to solid wall planes. a. Windows, doors and other elements shall be designed to complement the overall ar- chitectural design in terms of materials, shape and proportion (Figure 2-52). Windows and doors shall incorporate pro- ounced framing and other design ele- ents which accentuate the opening. Window surrounds, arches, mullions shall be incorporated as appropriate to create visual interest and reduce the scale of the overall building fagade. C. Building entry points shall be emphasized and defined through incorporation of archi- tectural treatments and elements such as accentuated building forms, porticos, col- umns, piers and recessed openings. Re- cessed openings should be articulated through the use of decorative casing (Figure 2-53). d, Glazing shall not dominate the fagade area, unless sufficient shading is provided, such as through the use of shade struc- tures or deep set windows with mullions (Figure 2-54). E. Colors and Materials 2-18 Chapter 2: Non -Residential 1. ` The colors and materials of the proposed ar- chitecture shall reflect consideration of the natural environment and built character of nearby development when applicable and ap- propriate. Colors and materials should be in- fluenced by and demonstrate consideration of superior and desirable design elements, in- cluding adjacent development when applica- ble and appropriate. 2. Building colors and materials shall relate -to one another and the natural environment on the basis of pigment, color'value, arid/or inten- sity. 'ln scenic corridors, earth tones and pas- tels shall be utilized, especially in areas of high visibility. Desert/mountain colors that blend with the natural background are encour- aged. 3." Primary colors should be used judiciously and typically as accents only (Figure 2-57). /ter 4: iIn iorrs-upslope from the ultima scenic corridor roa w " "rigit-of-way, richer, arty one or gogic colors an rough-er textures .� ._ are required, especially those which comple- ment background views; downslopes, darker earth colors with more dense landscaping clusters. 5. Color palettes should establish a diverse range of colors for visual interest and variety. 6. Color banding is permitted provided the colors are consistent with the overall approved color palette for the center or complex. Y In more private areas, away from scenic corri- ors, homeowners and usineas.Qwn_ers ar.e__ v rmitted more latitude in color selections. 8. 2-19 Chapter 2: Non -Residential . Foreground colors should harmonize and blend with existing vegetation, natural rock/ earth forms or built background. M� Commercial building materials shall be appro- priate to the architectural style and vernacular of the development and be of high quality and proven durability in the Sonoran Desert envi- ronment. Permitted primary materials include the following: a, Exterior materials including brick, cement `hard coat stucco, brick, adobe, natural stone, textured concrete, textured and split face or ground face concrete masonry units (Figure 2-58). b,. Pitched roof materials including concrete and clay tile roofs and standing seam metal roofs. c. Accent materials such as brick, stone and masonry shall be incorporated in propor- tionate quantities to the overall building elevation. The following accent materials are encour- ed : a. Mosaic tile (Figure 2-59) QC . b. Wood Archi aural .metal, including weathering eel or rust finished metal 11. The following materials shall only be used as minor accent materials on the building fagade and in no case should be the sole fagade ma- terial: a. Pre -fabricated metal wall panels b. Un-textured or unarticulated tilt -up con- crete panels ' 2-20 Chapter 2: Non -Residential 12. At least three (3) substantially different materi- als shall be utilized on all facades of the build- ing (Figure 2-60. F. Mechanical Equipment Mechanical equipment shall be screened from public view and ground mounted equipment is encouraged. Screening shall be accomplished through the use of landscaping, walls, parapets, undergrounding and/or concealed placements. G. Energy Conservation 1. Architectural design should consider the de- sert climate and energy conservation by utiliz- ing one or more of the following design solu- tions: a. Provide shade for exterior walls through the use roof overhangs, exterior shading devices and inset windows (Figures 2-61 2-62 & 2.63). b. Design outdoor spaces so they are pro- tected from summer sun exposure. c. Use materials and colors that minimize heat absorption without reflecting. 2. Consideration shall be given to passive solar heating and heat gain avoidance. 3. Shade devices should be provided on all south and west facing, elevations. 4. 'Active water harvestingelements shall be per- mitted in less visible areas. Freestanding cis, - terns shall be designed to complement the building design, materials and color and/or screened from view. r 2_211 • SW6991131ack Magic - Sherwin-Williams Pagel of 3 Y SHERWIN-WILLIAMS. SW 6991 Black Magic Interior/Exterior Locator Number 251-C3 E ■ a I Jill 4 ► fps000 Color Details Color Family: Neutral RGB Value: R-50 1 G-49 1 B-50 Hexadecimal Value: #323132 LRV:3 Due to individual computer monitor limitations, colors seen here may not accurately reflect the selected color. To confirm your color choices, visit your neighborhood Sherwin-Williams store and refer to our in-store color cards. MY STORE: 1►T,1MIS https://www.sherwin-williams.com/architects-specifiers-designers/color/find-and-explore... 11 /7/2017 SW7542Naturel - Sherwin-Williams Page 1 of 3 OSHERWIN' WILLIAMS. W SW 7542 Naturel Interior/Exterior Locator Number 286-C3 mi Color Details Color Family: Timeless Color RGB Value: R-203 I G-192 1 B-173 Hexadecimal Value: #CBCOAD LRV: 54 Due to individual computer monitor limitations, colors seen here may not accurately reflect the selected color. To confirm your color choices, visit your neighborhood Sherwin-Williams store and refer to our in-store color cards. MY STORE: NOTES: https://www. sherwin-williams.com/architects-specifiers-designers/color/find-and-explore... 11 /7/2017 ' SW7675Sealskin - Sherwin-Williams Page 1 of 3 SHERWIN-WILLIAMS. SW 7675 Sealskin Interior/Exterior Locator Number 277-C7 Ali LA Color Details Color Family: Timeless Color RGB Value: R-72 I G-66 1 B-60 Hexadecimal Value: #48423C LRV: 6 Due to individual computer monitor limitations, colors seen here may not accurately reflect the selected color. To confirm your color choices, visit your neighborhood Sherwin-Williams store and refer to our in-store color cards. MY STORE: NOTES: https://www.sherwin-williams.com/architects-specifiers-designers/color/find-and-explore... 11 /7/2017 I I I I I� I I I , I � I ��0 n I , Q,g� Qezt I I I - 0 ): o ' IX. STORM WATER I DETENTION AREA 1 1 1 � I 1 1 k. 1 0 1 1 1 1 � 1 1 ' 1 1 I 1 I 1 1 1 1 I 1 Yc ( P 6h5a �0�N�1G QPo Q�s'��¢edP SG �' Jo co 11 pgA C' kopl ^h� 10 p&iL 1 . A1, � EXISTING TREE TO REMAIN (TYP) OO ' INO6 0 EXISTING 3.6 TALL EARTH EN BERM QP Ily I' EXISTING SHRUB TO BE REMOVED (TYP.) ® 'iih� m v ,I�� 0 q m p. glli�► 0 TYR DG I PG �SIGHTTRIANGLE (TYP.) I 1 E�nUU HP U�1 EXISTING STUMP TO BE REMOVED nn EXISTING LANDSCAPE BUFFERYARD TO REMAIN (TYP.) 1 I . I 1 SLAT FENCE PANELS.SEE 'ARCHITECTURAL jT\ # PLANS (TYP) UM K 1 3 k Q 11'HP v v If m�m m p II►�\, 10 * '"."•' \ EXISTING LANDSCAPING * TO REMAIN (TYP.) ow �O \ HP +�j l HEIGHT=24' O 0-0� C \, N PR. BIKE RACKS (OTY. 2) I6 BIKE CAPACn1'). SEE DETAIL THIS SHEET. EXISTING BIKE RACK (3 BIKE CAPACITY) OO IEXISTING SHRUB 1;) 1 I �OPO 5p & Y�yN,O ti1p•0(yp1`' T� - TYE. PLANTER (TYP.) EXISTING BE REM BE REMOVED (i1'P.) SHADED OUTDOOR --'� SEATING. SEE * ARCHITECTURAL -IQ PLANS TYR -r DG t 0� VP EXISTING TALL aE�P,L SCREEN WALL (TYP.) I 0 PLANTING SCHEDULE BOTANICAL NAME SIZE WATER ADAIR TOTAL MONTHLY SYMBOL KEY OTY. COMMON NAME CONDITION NEEDS ANNUAL ANNUAL WATER WATER WATER USE USE AT USE (GAL.) MATURITY (GAL) SINGLE TRUNK PG 7 PROSOPIS GLANDULOSA'MAVERICK ' THORNLESS HONEY MESQUITE 2' CAL 24' BOX 2 5,702 39914 3.326 SEE TREE PLANTING DETAIL 6CLEAR TRUNK HEIGHT DASYURION WHEELERI SEE SHRUBPLANTING DETAIL ow 9 DESERTSPOON 24'HT GA� 1-2 110 990 83 X' HP 52 RESPERALOEPARMAJORA 15'-18'M SGAL 1-2 70 3.fi40 30d REDYUCCA ® UM 9 LANTANA MONTEVIDENSIS 12HT/SPR 1 GAL 34 263 2367 198 TR/JUNG LANTANA ECOMPOSED GRANITE-1/2'MINUS, 2'MIN DEPTH. COLOR TO MATCH DG. APPLY TO DISTURBED AREAS WITHIN UNITS OF DISTURBANCE. SEE PLANTING NOTES. LEGEND - EXISTING O EXISTING TREE TO REMAIN Q EXISTING SHRUB TO REMAIN EXISTING SHRUB TO BE REMOVED PROP. TREE PROTECTION FENCING ---• EXISTING BIKE RACK I FIR SE GR 0 10 20 SCALE: 1" = 20.00, PLANTING NOTES A THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS INSTALLED FOR ONE FULL YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. ALL PLANTS SHALL BE ALIVE AND AT A VIGOROUS RATE OF GROWTH AT THE END OF THE GUARANTEE PERIOD. B. PRIOR TO INSTALLATION, THE LANDSCAPE CONTRACTOR SHAU. INSPECT THE SUBGRADE. GENERAL SITE CONDITIONS. VERIFY ELEVATIONS, UPUTY LOCATIONS, IRRIGATION, Qm�l slxnuxscorrec mu>ua APPROVE TOPSOIL FAOVIDED BY GENERAL CONTRACTOR AND OBSERVE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. CCNTRACTOR SHALL NOTIFY STARBUCKS COFFEE GENERAL CONTRACTOR OF ANY UNSATISFACTORY CONDITIONS AND WORK SHALL NOT PROCEED UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE ACCEPTABLE TO COMPANY THE LANDSCAPE CONTRACTOR. C. IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PLANT 2401 UTAH AVENUE SOUTH SELECTIONS, SOIL CONDITIONS OR ANY OTHER CONDITION WHICH MIGHT NEGATIVELY SEATTLE, WASHINGTON 98134 AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, CONTRACTOR SHALL NOTIFY (206)318-1575 THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO PROCUREMENT AND/OR INSTALLATION. THESE DRAWINGS AND SPECIFICATIONS ARE D PLANT MATERIAL SHALL CONFORM TO THE PLANT UST AND KEYS ON THE DRAWINGS AND CONFIDENTIAL AND SHALL REMAIN THE SOLE EXISTING TREE NOTES TO THE QUALITY STANDARDS OF AMERICAN STANDARD FOR NURSERY STOCK. BY THE AMERICAN NURSERY B LANDSCAPE ASSOCIATION, ANSI Z601 LATEST EDITION. ALL PLANT MATERIAL SHALL MEET THE MINIMUM STANDARDS CONTAINED IN THE CURRENT EDITIONS OF THE ARIZONA NURSERY ASSOCIATIONS GROWWWERS COMMITTEE RECOMMENDED TREE SPECIFICATIONS AI•A THE AMERICAN ASSOCIATION OF NURSERYMEN T E MEN AS O SIZE. PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART). SHARED WITH THIRD PARTIES OR USED IN SIO MANNER ONO OTER HER PROJECTSOR EXTENSIONS TO THIS PROJECT PROTECTION A GENERALCISTING AROUND EXISTING R ESTOMAIN WITHIN O LING OF CONDITION AND APPEARANCE. ALL PLANTS S EOU OR HALL AL EXCEED TO WITHOUT T R WRITTEN CON. OF CONSTRUCTION RIOT T BEGIN PGRADING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION MEASUREMENTS AND SIZES SPECIFIED IN THE SCHEDULE I HE E ED LE N THE EVENT OF VARIATION STARBUCKS CORPORATION. STARBUCKS / GRADING ACTIVITY . SEE TREE PROTECTION FENCING DETAIL. BETWEEN QUANTITIES SHOWN ON PLANT SCHEDULE AND THE PLANS, THE PLANS SHALL TAKE PRECEDENCE. CONTRACTOR TO VERIFY QUANTITIES AND NOTIFY LANDSCAPE B. GENERAL CONTRACTOR SHALL REMOVE STUMP AND NEARBY ARCHITECT OF ANY DISCREPANCIES. ROOTS TO A DEPTH OF 18' FOR EXISTING PLANT MATERIAL TO E SUBSTITUTIONS SHALL BE PERMITTED WITH NOTIFICATION AND WRITTEN APPROVAL FROM BE REMOVED. LANDSCAPE ARCHITECT SUBSTITUTED MATERIAL SHALL BE THE NEAREST EQUIVALENT SIZE, CONDITION AND GROWTH HABIT HAVING THE SAME ESSENTIAL CHARACTERISTICS WITH AN EQUITABLE ADJUSTMENT IN WHOLESALE PRICE, F. THE LANDSCAPE CONTRACTOR SHALL HAVE SOIL TESTS PERFORMED IN PLANTING BED AREAS TO EVALUATE NUTRIENT AND PH LEVELS. THE LANDSCAPE CONTRACTOR SHALL INCORPORATE FERTILIZER AND/OR SOIL AMENDMENT ADD TIVES AS RECOMMENDED BY I STARBUCKS TEMPLATE VERSION i2014.10.20 SOIL TEST, G. ,ALL PLANTING BEDS TO RECEIVE 8" MIN. OF PREPARED BACK FILL MIX. ALL INDIVIDUALLY ARCHITECT OF RECORD PLANTED TREES AND SHRUBS TO BE BACK FILLED WITH PREPARED BACK FILL MIX. PREPARED BACK FILL MIXTURES SHALL BE MIXED ON SITE, CONSISTING OF ONE PART TOPSOIL, ONE PARTSOIL AMENDMENT, ONE PART SOIL FROM EXCAVATION. TOPSOIL ASTM 05268, PH RANGE OF 5.5 TO 7. MIN 4 PERCENT ORGANIC MATERIAL, FREE OF STONES 1 INCH AND LARGER. SOIL AMENDMENT SPHAGNUM PEAT MOSS OR COMPOSTED ORGANIC MATERIAL. THE SOIL IN ALL PLANTING BEDS SHALL BE LOOSENED TO 8' MIN. DEPTH AND SOIL AMENDMENTS SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL BY TILLING. DISCING, OR OTHER SUITABLE METHOD AT A MIN. RATE OF 3 CUBIC YARDS OF SOIL md AMENDMENT PER 1,000 SQUARE FEET OF LANDSCAPE AREA FEATURE PLANT- SEE LANDSCAPE PLAN H. MULCH AT THE EDGE OF PAVEMENT SHALL BE RECESSED ONE INCH BELOW THE TOP OF 7W7 DISCOVERY BLVD SEASONAL ANNUALS PAVEMENT, OU,H43017 614634634'70WT CONTRACTOR TO SLIGHTLY FIELD ADJUST PLANT LOCATIONS AS NECESSARY TO AVOID . 'WTI CITIES. FINISHED PLANTING BEDS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING(S), J. TREES SHALL BE PLACED A MINIMUM OF 3' FROM SIDEWALKS. CURBS, FIRE HYDRANTS, OR PLANTER (BY OWNER). SEWER/WATER CONNECTIONS. K. ALL DISTURBED PLANTING BEDS SHALL BE COVERED WITH PRE -EMERGENT HERBICIDE APPLIED AT PRODUCT SPECIFIED RATE UNLESS NOTED OTHERWISE, L. ALL DISTURBED PLANTING BEDS SHALL RECEIVE DG MULCH UNLESS NOTED OTHERWISE. DRILL V DRAINAGE HOLE AT BOTTOM IF NO MULCH SHALL BE DISEASE AND PEST FREE, UNIFORM COLOR, AND FREE OF TWIGS, HOLE EXISTS. PLACE A LAYER OF GRAVEL LEAVES OR OTHER MATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS. MULCH SHALL NOT WRAPPED WITH FILTER FABRIC OVER HOLE. CONTAIN MANURE OR MALODOROUS CONTENTS, DID NOT PLACE MULCH AGAINST OR IN CONTACT WITH TREE TRUNKS. TRUNK ROOT FLARE SHALL BE VISIBLE AT THE TOP OF THE FOOTBALL MULCH SHALL BE A MINIMUM OF 6' FROM ALL TRUNKS, STEMS OR CANES OF PATIO PAVEMENT - SEE CIVIL PLANS TREES AND SHRUBS, M. LANDSCAPE CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE AREAS ;EXISTING OR PROPOSED) UNTIL SITE TURNOVER. "PLANTER UGHTWEIGHT POTTING MIX SUCH AS'MIRACLE-GRO MOISTURE CONTROL POTTING MIX'CONTAINING APPROXIMATELY I/3 PEAT MOSS, 1/3 COMPOSTED ORGANIC P N. ANY ITEM OR AREAS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE. MATERIALS, 1/3 SAND. PERUTE, OR VERMICULITE. APPLY SLOW RELEASE FERTILIZER SUCH O. ''LANDSCAPING TO COMPLY WITH ALL APPUCABLE CITY/LOCAL REGULATIONS. AS "OSMOCOTF AT RATE PER MANUFACTURER RECOMMENDATIONS. P. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING NEW 'LANDSCAPING TO MAINTAIN PLANTS IN A HEALTHY CONDITION DURING THE GUARANTEE PERIOD. WATERING SHALL CONTINUE UNTIL PLANTS ARE ESTABLISHED. O. CONTRACTOR SHALL EXTEND IRRIGATION TO NEW PLANT MATERIAL. IRRIGATION SYSTEM 3LANTER W/ RESERVOIR TANK MODIFICATIONS TO BE BID AS DESIGN BUILD. THE CONTRACTOR IS RESPONSIBLE FOR BOTH THE DESIGN, APPROVAL AND THE CONSTRUCTION OF THE IRRIGATION SYSTEM KALE: NONE MODIFICATIONS. ly R. ROVIDE ADEQUATE PLANT SPACING TO ENSURE SURVIVABILITY AT PLANT MATURITY //� ECTION 27.6 C2,i 1) jJI S. PRIOR TO RELEASE OF LANDSCAPE ASSURANCES, PROVIDE A LETTER WITH REGISTRANTS v' O r landscarecode requirements STAMPVERIFYING ERCROWACTUAL PLANTING HAS BEEN ACCOMPLISHED INA MANNER TO r �DO PRECLUDE OVERCROWDING. (SECTION 27 6.C.NDS LLI T. LANDSCAPE TO CONFORM TO ORO VALLEY LANDSCAPE CODE. SCREENING'. PARKING FACIUTIES AND/OR INTERNAL DRIVES WHICH ABUT A PUBLIC RIGHT-OF-WAY OR WHERE U. SHRUB LOCATIONS ARE PRELIMINARY. Z J C� -- V. THE PROPOSED SIDEWALK ALONG ORACLE ROAD WILL CONSIST OF THE SAME COLOR AND U VEHICLE HEADLIGHTS MAY SHINE ON ADJACENT NANHAL OPEN SPACES SHALL PROVIDE A MINIMUM 3.5 HIGH DECORATIVE MASONRY WALL AND/OR DEPRESSED PARKING, OR COMBINATION THEREOF (SECTION 27.6.C5. E,A) EXISTING3.5' HIGH WALL 835 HIGH BERM PROVIDED i ( 1 CANOPY THE SHALL BE PLANTED FOR EACH ISLAND, EXISTING 1tl TREES WITHIN PARKING ISLAND SHALL BE A MINIMUM OF 24-BOX OR SPACED (SECTION 276.C.6 b" 8 iii) ELECTRIC CANOPY TREES AT EACH ISLAND PROVIDED EASEMENT ALL BUILDINGS SHALL HAVE A MINIMUM 10 LANDSCAPED AREA ON ALL FOUR SIDES OF THE BUILDING. CLUSTERS OF POTTED PLANTS AND RAISED PLANTER AREAS MAY BE UTIUZED WHERE PLANTING BEDS ARE IMPRACTICAL. WALKWAYS, SIDEWALKS, OR PATIOS MAY BE INCLUDED IN THE 10' LANDSCAPE AREA PROVIDED THAT THE PLANTING AREA IS AT LEAST* WIDE EXCEPT WHERE REQUIRED FOR ACCESS. (SECTION 27.6.C.7 tl) h�.5p �ay�P NORTHEAST. VARIES, 58'TO99EXISTINGLANDSCAPE AREAWITHSHRUBS & PLANTERS ADDED . SOUTHEAST: SHADED SEATING AREA WITH CLUSTERS OF PLANTERS PROVIDED. 1060 ;a R O,� REA NORTHWEST'. VARIES, 63 TO 21 B EXISTING LANDSCAPE AREA, ALONG DRIVE-THRU PICKUP LANE. I I PRUNE BROKEN OR DEAD BRANCHES. REMOVE 2 x 4 WOOD OR /'� ALL TAGS. SET TRUNK VERTICAL. PLUMB. PLANTMATERIAL SHALL NOT BE PRUNED PRIOR TO 1 14 GAUGE c i tv note INSTALLATION: AFTER INSTALLATION EACH PLANT STEEL POST AT SHALLBE INSPECTED AND PRUNED AS NEEDED TO 1 EXTEND POSTS REMOVE MINOR DEAD OR DAMAGED PORTIONS. ( O.C. PAST DRIP LINE REMOVE ALL TAGS SET SHRUB VERTICAL, PLUMB (MAXIMUM¶ NOIMPROVEMENTSBETWEEN THIRTY (30)AND WHICH IGHT WO INE(72)INCHESIN T 2 HEIGHT RELATIVETOTHE ADJACENT PAALDISTANCE WHICH MIGHT INTERFERE E SHAUL BE PER THE (212' DIAL X 8' LOG LODGEPOLE STAKES OR MULCH. SEE PLANING NOTES. MULCH SHALL BE A b ORANGE PLACED R M INTENTMAINTAINED WITH THE N F FT DISTANCE ET OF PAAL-TO-PAAL PERMITTED, APPROVED MATERIAL DRIVEN MIN. 24' DEPTH MINIMUM OF 6' FROM ALL TRUNKS, STEMS OR - CONSTRUCTION PLACED OR MAINTAINED WITHIN FFTEEN (15j FEET OF A PPAUTO-TO OUTSIDE EDGE OF ROOT BALL. ATTACH WOVEN CANES. FENCING INTERSECTION. POLYPROPYLENE TREE -TIE WEBBING FOR I FINISHED GUYING TREES PER MANUFACTURER GRADE 2 x 4 WOOD OR INSTRUCTIONS. REMOVE ALL STAKING 1 YEAR TOP OF FOOTBALL V ABOVE FINISHED GRADE. 14 GAUGE AFTER INSTALLATION. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM / STEEL POSTAT TOP HALF OF ROOT BALL REMOVE i /\\//\ \ \/ \ / 6 O.C. I i NON -BIODEGRADABLE MATERIALS. E o / \ 6-0 MAX (MAXIMUM) TRUNK ROOT FLARE SHALL BE VISIBLE AT THE i_I — TOP OF THE ROOT BALL. DO NOT PLACE MULCH : -L PLACE ROOT BALL ON UNIXCAVATED OR TAMPED TQy y \\ INTA IN CONTACT WITH TREE TRUNK. III II LIII III II SOIL. MP SOIL FIRM'-Y AROUND ROOT BALL BASE. it / 1 FINISHED SET TOP OF ROOT BALL 1' TO Z ABOVE FINISHED L / GRADE BURLAP BLAP FROM O /\\ HALF OF ROOT BALL. E REMOVE ALL TWINE, ROPE, WIRE AND 2 X BALL 'l/�\//i •\y / \\ \\/// i i 1 4' HIGH EARTH SAUCER BEYOND EDGE OF ROOT ESECT ON •`� \\�\\/�\�\/�/\��/\//�\`God\\ iI - -- SEE EN ARGED SECTION \ \ BALL. 6'DIAMETER MULCH RING. SEE PLANING INSTALLATION NOTES � -1l - _ - �� NOTES. FLOOD 7WCE DURING FIRST 24 HOURS. DETAIL NOTES • PLACE ROOT BALL ON UNEXCAVATED OR A. EXCAVATION TO BE THE DEPTHOF ROOT BALL. BACKFILL AND MULCH AS SPECIFIED IN q. CONSTRUCTION FENCING SHALL BE ERECTED PRIOR TO ANY GRADING OR CONSTRUCTION 2XR00T BALL DIAMETER TAMPED SOIL TAMP SOIL FIRMLY AROUND ROOT FLAMING NOTES. ACTIVITIES- PREVENTING COMPACTION OF ROOT SYSTEMS OF TREES TO BE PRESERVED BALL BASE. . B CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 2 X THE DIAMETER OF THE ROOT B THE FENCING SHALL ENCLOSE THE AREA BENEATH THE DRIP LINE OF THE TREE CANOPY AND NOTES BALL SCARIFY SIDES BEFORE PLANTING. SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETE. A. BACKFILL AND MULCH AS SPECIFIED IN PLANTING NOTES. C.NO PARKING, MATERIAL_ STORAGE, OR CONSTRUCTION ACTIVITIES SHALL BE PERMITTED WTHIN THE FENCED AREA, TREE PLANTING SHRUB PLANTING TREE PROTECTION Knowwhat's be ore you CB�� before you dig. SCALE: NONE SCALE: NONE SCALE: NONE D E' OF ^ vFINAL SITE PLAN STARBUCKS A PORTION OF SECTION 7, T-12-S, R-14-E OF SCALE: V=20' CONTOUR INTERVAL: N/A THE G.&S.R.B.&M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Q N 15 ). r w LU aJ J Z °o �_J V Z ¢ > Z � W Ln ¢ 0 W O � 0 a O .- O U D- STORE M 15284-038 PROJECT#: 6638 CASEWORK CONCEPT: ISSUE DATE. DESIGN MANAGER: LEED®AP: 02.23.2018 WE PARTNERS PRODUCTION DESIGNER: B. FRIOENMAKER CHECKED BY: B. FRIDENMAKER SHEET TITLE: LANDSCAPE PLAN SCALE: AS SHOWN SHEET NUMBER: L-1001 OV1702829 7 OF 7 17, 9 a m 0 N m EXTERIOR SIGNAGE SCHEDULE - "S" DESIGNIDI COUNT DESCRIPTION RESP. COMMENTS SIGNAGE - DISK 13163 1 SIGN- DISK SF ILLUMINATED FLUSH VD MOUNTED EVOLVED - 481N 1220MM 13164 1 SIGN- DISK SF ILLUMINATED FLUSH VD MOUNTED EVOLVED -SOIN 1526MM SIGNAGE - DRIVE THRU 14091 1 SIGN -DT DIRECTIONAL EXIT SIGN VD SUPPLY BY HILTON DISPLAYS, ILLUMINATED ARROW SERIES -461N CONTACT: WAYNE RHODES, 1170MM 864-313-9675 OR W ayneRhodes@HittonOisplays. com 14099 2 SIGN -DRIVE THRU ILLUMINATED VD ARROW SERIES FLUSH MOUNTED - RH - 481N 1220MM 14106 1 SIGN- DT CLEARANCE BAR ARROW VD SUPPLY BY HILTON DISPLAYS, SERIES FREESTANDING CONTACT: WAYNE RHODES, 864-313-9675 OR W ayneRhodes@HiBonOisplays.00m 14327 1 SIGN- DT DIRECTIONAL ILLUMINATED VD SUPPLY BY HILTON DISPLAYS, ARROW SERIES -461N 1170MM CONTACT: WAYNE RHODES, 664-313-9675 OR W ayneRhoees@HiltonDisplays. ocm 19 ARCHITECTURAL SITE PLAN I A-2002 �I OUTDOOR j SEATING 21 I vwr�! SITE SCHEDULE - "Y" DESIGN ID COUNT DESCRIPTION RESP. COMMENTS AWNING X1101 1 WINDOW AWNING @PATIO DOOR VD X7102 1 WINDOW AWNING VD EXTERIOR MENU 14116 1 MENU BOARD-DT DIGITAL ORDER VD ZONES SCREEN - FLAT BLACK MT0028 14119 1 MENU BOARD -DT5 PANEL VD DSA FREESTANDING- 108X651N 2745XI650MM -FLAT BLACK MT0028 14120 1 MENU BOARD -DT PRE MENU VD DSA FREESTANDING - 36X651N 915XI650MM - FLAT BLACK MT0028 15700 1 MENU BOARD-DT DIGITAL ORDER VD DSA SCREEN CONTROL BOX OTHER 10020 1 DT WINDOW SHELF -481N 1205MM-SST READY ACCESS 14095 1 DT WAYFINDING GRAPHIC EXIT ARROW - GC PAINT P935 (SHERWIN WILLIAMS WHITE TM2152).REFER TO A-5000 SERIES FOR MOREINFORMATION. 14101 1 DT WAYFINDING GRAPHIC ENTRY GC PAINT P936 (SHERWIN WILLIAMS ARROW -GREEN TM2152-CUSTOM TINTED W/PANTONE 369-C). REFER TOA-500 SERIES FOR MORE INFORMATION. 14103 2 BOLLARD NDNILLUMINATED SQUARE- VD FLAT BLACK MT0028 14163 1 DT ORDER POINT CANOPY VD FREESTANDING - FLAT BLACK MT0028 14323 2 DT WAYFINDING GRAPHIC DIRECTIONAL GC REFERENCE PAINT P936 FOR DOUBLE ARROW -GREEN SPECIFICATIONS 14324 2 OT WAYFINDING GRAPHIC DIRECTIONAL GC REFERENCE PAINT P935 FOR DOUBLE ARROW -WHITE SPECIFICATIONS X1100 1 CUSTOM PARGOLA CW PLANTER 14451 10 PLANTER-BOX-36X18X181N SB 915X455X455MM -BLACK 14452 4 PLANTER-BOX-18XIBX36IN SB 455X455X915MM-BLACK 1 A-2002 �- Y 14452 2) I `3 cua �Fwnr -F i 23 - (2) YJ 144521 O f f � ' 2 3 ?'_ \ meµ~ � �•. 1 A-2003 a 16 1 q.1�'\� Y 14119 •' .G`. .� Y 14163 Y 15700 I; i �i 5 `4) 9.0 aj Y 14120}II, Ij PUBUC B-70F ....... .., 2 6 I� _ 12 S 14103 � � n 11 Y 14324 Y 14323 I 1 32'-5" 11 2V-V' v CL ARCHITECTURALSITE PLAN NOTES A. REFER TO EXTERIOR ELEVATIONS ON SHEET X2001 FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND LEED REQUIREMENTS. C. DRNE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. D. LANDLORD TO PROVIDE 6' (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU WINDOW STANDING PAD. E. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. F. SEE SHEET A5001 FOR ARCHITECTURAL SITE DETAILS. SHEET NOTES 1. INSTALL NEW DTE 5 PANEL MENUBOARD, DIGITAL ORDER SCREEN & BOLLARD. VD TO COORDINATE WITH GC FOR PROPER INSTALLATION, FOOTING BY GC. (UNDER SEPARATE PERMIT). 2. INSTALL NEW CLEARANCE BAR. VD TO COORDINATE WITH GC FOR PROPER INSTALLATION, FOOTING BY GC. (UNDER SEPARATE PERMIT). 3. INSTALL NEW THANK YOUIEXIT SIGNAGE. VD TO COORDINATE WITH GC FOR PROPER INSTALLATION, FOOTING BY GC. (UNDER SEPARATE PERMIT). 4. INSTALL NEW DT DIRECTIONAL SIGNAGE. VD TO COORDINATE WITH GC FOR PROPER INSTALLATION, FOOTING BY GC. (UNDER SEPARATE PERMIT). 5. INSTALL NEW WAYFINDING GRAPHIC EXIT ARROW (UNDER SEPARATE PERMIT). 6. NOT USED 7. DIMENSION START POINT. S. INSTALL NEW PRE -MENU BOARD. VD TO COORDINATE WITH GC FOR PROPER INSTALLATION, FOOTING BY GC. (UNDER SEPARATE PERMIT). 9. INSTALL NEW PAY/PICK-UP WINDOW, LOOP TIMER & OVERHANG ABOVE, BY LANDLORD (UNDER SEPARATE PERMIT). 10 INSTALL NEW WAYFINDING GRAPHIC ENTRY ARROW (UNDER SEPARATE PERMIT). 11. INSTALL NEW DIRECTIONAL PAVEMENT GRAPHIC (UNDER SEPARATE PERMIT). 12 (E) TRASH ENCLOSURE BY LL. 13. S-W MIN WIDTH ACCESSIBLE ROUTE FROM BUILDING TO PUBLC RIGHT OF WAY CROSS SLOPE IS NOT TO EXCEED 148. REFER TO CIVIL DWG 14. ACCESSIBLE PARKING SIGN 15, WHEEL STOP. 16. INSTALL NEW CONDUIT FOR EXTERIOR MENU BOARDS AS INDICATED ON ELECTRICAL SHEETS. 17. INSTALL NEW PLANTER BOXES. 18.(E) GREASE INTERCEPTOR. 19. (N) DT CONCRETE PAD BY LL 20. (E) ADA PARKING STALLS. 21. INSTALL (N) OUTDOOR SEATING. 22 PATIO CANOPY/TRELLIS WILL BE WOOD 23, (E) DISABLED PARKING SIGN 24.(E) GREASE INTERCEPTOR 25. (N) RAMP, REFER TO CIVIL DWG FOR DETAIL 26.(N) CROSSWALK TEXTURED CONCRETE PAVEMENT, REFER TO CIVIL DWG FOR DETAIL 27,(N) CROSSWALK PAVEMENT MARKING. ALKYD -READY MO( PER ADOT SPECIFICATIONS. 28. (N) BIKE RACK RESPONSIBILITY LEGEND CW PROVIDED BY CASEWORK VENDOR SB PROVIDED BY STARBUCKS GC PROVIDED BY GENERAL CONTRACTOR VD PROVIDED BY VENDOR DIRECT NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGEITPRIOR TO ORDERINGICONSTRUCTK1111.' U 1 7 eTMBNCNS COFFEE COMPANY STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK THEY SHALLNOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LWBiLiTY TO I HE 0-1 HER (EXCEPT GTAYED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 12017.05.18 ARCHITECT OF RECORD 7007 DISCOVERY BLVD DUBLIN, OH 43017 614.634.7000 T LLI ON L 1''^�^ w O VJ UJI Z -j a coQ uj W N ww of Z zU QZti o Z ti U I- W W - O Do ( Z Q O f� O 5 OO C. 0 a 5 Q a STORE #: 6683 PROJECT #: 15284-038 ISSUE DATE: DESIGN MANAGER: CHRIS ORTIZ LEEDO AP: N/A PRODUCTION DESIGNER: WD PARTNERS CHECKED BY: LYN MALONEY Revision Schedule Rev Date I By Deseriptlon SHEET TITLE: ARCHITECTURAL SITE Q PLAN SCALE: AS SHOWN SHEET NUMBER: A-1001 EXTERIOR SIGNAGE SCHEDULE -'S' DESIGNIDI COUNT I DESCRIPTION RESP. COMMENTS SIGNAGE - DISK 13163 1 SIGN -DISK SF ILLUMINATED FLUSH VD MOUNTED EVOLVED. 481N 1220MM 13164 1 SIGN -DISK SF ILLUMINATED FLUSH VD MOUNTED EVOLVED - 601N 1625MM SIGNAGE -DRIVE THRU 14091 1 SIGN -OT DIRECTIONAL EXIT SIGN VD SUPPLY BY HILTON DISPLAYS, ILLUMINATED ARROW SERIES-461N CONTACT: WAYNE RHODES, 1170MM 864_3133675 OR W ayneRhodes@HiBonDisplays. oom 14099 2 SIGN- DRIVE THRU ILLUMINATED VD ARROW SERIES FLUSH MOUNTED - RH - 481N 1220MM 14106 1 SIGN- DT CLEARANCE BAR ARROW VD SUPPLY BY HILTON DISPLAYS, SERIES FREESTANDING CONTACT. WAYNE RHODES, 864313_9675 OR W ayneRhodes@HittonDisplays.00m 14321 1 IGN- DT DIRECTIONAL ILLUMINATED VD SUPPLY BY HILTON DISPLAYS,J 1170MM CONTACT: WAYNE RHODES, fSRROA1.ERIES-.IN 864-313-9675 OR WayneRhodes@HiftonDisplays.com N W ELEVATIO n m RESPONSIBILITY LEGEND CW PROVIDED BY CASEWORK VENDOR SB PROVIDED BY STARBUCKS GC PROVIDED BY GENERAL CONTRACTOR VD PROVIDED BY VENDOR DIRECT NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERINGACONSTRUCTION SHEET NOTES 1. (N) CANOPY PAINTED SW6991 2. IN) WINDOW TRIM PAINTED SW7675. V.I.F. TO MATCH EXISTING DIMENSION. REFER TO STRUCTUAL FOR DETAIL 3. (E) WINDOW ACCENT TRIM PAINTED SW7675 REPAIR AND PATCH AS REQUIRED. 4. (N) INSTALL 60F' DISK LOGO. 5. (N )INSTALL 48" STACKED DT CABINET SIGN. 6. (N) INSTALL SCONCE LIGHT. 7. (E) PARAPET PAINTED SW7675 REPAIR AND PATCH AS REQUIRED 8. (E) PLANT-ON/CORNICE PAINTED SW7675 REPAIR AND PATCH AS REQUIRED 9. (N) INSTALL MEDALLION. 10. (E) WAINSCOT REPAIR AND PATCH A$ REQUIRED EXTERIOR ELEVATION NOTES A GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR STARBUCKS CONSTRUCTION MANAGER AND TO THE PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS GENERAL CONTRACTOR AS NEEDED. GENERAL AND 1 WEEK PRIOR TO SCHEDULED DATE OF CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION INSTALLATION. STARBUCKSCONSTRUCTION MANAGER MANAGER IMMEDIATELY IF SHOP DRAWINGS OR TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE INSTALLATION 15 IN DISCREPANCY WITH STARBUCKS CONTRACTOR CONTACT INFORMATION. ARCHITECTURAL DRAWINGS. B. GENERAL CONTRACTOR SHALL COORDINATE WITH G. GENERAL CONTRACTOR TO CLEAN, PATCH AND ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL REPAIR EXISTING EXTERIOR AS REQUIRED. ELECTR CAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS AND BREAKER AT PANEL BOARD H SIGNAGE PERMIT TO BE SUBMITTED SEPARATELY -17 NECESSARY TO SERVE SIGNAGE. SIGNAGE SHOWN FOR REFERENCE ONLY. ALL SIGNAGE I ©¢mr sTw+euacs case cwaury SHOP DRAWINGS TO BE APPROVED BY SBUX DESIGN C. MANAGER. STARBUCKS COFFEE WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. COMPANY D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND 2401 UTAH AVENUE SOUTH LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR SEATTLE, WASHINGTON98134 POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP (206) 31 &1575 DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS DESIGNER FOR APPROVAL THESE DRAWINGS AND SPECIFICATIONS ARE E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN CONFIDENTIAL AND SHALL REMAIN THE SOLE COMPLIANCE WITH LOCAL JURISDICTIONAL PROPERTY OF STARBUCKS CORPORATION, IS THE OWNER THE REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD WHICH OF COPYRIGHT IN APPROVAL THIS WORK THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE I IIGFI PARAPET INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS EO EO L4 'U SUBJECT TO CHANGE AT ANYTIME) AND DO Jc NOT REFLECT ACTUAL SITE CONDITIONS. ' NEITHER PARTY SHALL HAVE ANY OBLIGATION PARAPET NOR LIABILITY TO THE OTHER (EXCEPT STATED Y ..— _ 1-�.� _. _ _. ___ __. . _. __ ___ ... ............. __ . _ ____.. __. .. ... ......... .. ..... ._......__. __ .....21 U" ABOVE) UNTIL A WRITTEN AGREEMENT I '',r- IS _ ;1^ FULLY EXECUTED BY BOTH PARTIES. .... _ _ r EO EQ FL 2'-2' STARBUCKS TEMPLATE VERSION i2017.O5.t8 4' 3'[Y' 4" U41 $ ARCHITECT OF RECORD _. ! T RP,PET 0 >a — r - t6 —..... _._ .:......... __.... _ ..._._ Pam. C X5013 9� 777 w vw 1 ti ... .. - .... i.. l ...... _ 5 ti .... r1 - ..._ _ _... ... _ - TRANCE O. L, EN 4'-0' V.LF. I. ro I I NATUREL ; II I I��i\ '• I II 1 ;—_ii i !� . it :.'. ..... •:r /.. ... -.., ,. _.. i.: !I ; 10 W767- SEALSKIN SIN ENTRY ;y ELEVATION @ PATIO am. 1/4— 1'-W 4. 1y_7" CL 6.-0" CL 6'-7' VJMNSCOT G ROUND FL OOR W J Q O F— af U) O 0 � Z ILL! J W Z a_ °Ors D ZV `�ZM O U U U') ti V W DJ Co co Q a 0 a o Q v STORE #: 6683 PROJECT #: 15284-038 ISSUE DATE: DESIGN MANAGER: CHRIS ORTIZ LEEDC AP: WA PRODUCTION DESIGNER: WD PARTNERS CHECKED BY: LYN MALONEY Revisim Schedule SHEET TITLE: EXTERIOR ELEVATIONS SCALE: AS SHOWN 8, SHEET NUMBER: A-2002 F, a C m N r NCL.�I Q, 1h EXTERIOR ELEVATION NOTES A GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE()@ SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION, STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE. CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. ©lM] BTMBUCKB COFFEE COWPNY C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED SIGNAGEWOOD .UDBLOCKING,OREQUNALENTTOSUPPORT STARBUCKS COFFEE D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND COMPANY LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR 2401 UTAH AVENUE SOUTH POLE SIGNAGE WITH LANDLORD AND PROVIDE BHOP SEATTLE, WASHINGTON 98134 DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS DESIGNER FOR APPROVAL (206)318-1575 E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN THESE DRAWINGS AND SPECIFICATIONS ARE COMPUANCE WITH LOCAL JURISDICTIONAL CONFIDENTIAL AND SHALL REMAIN THE SOLE REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD PROPERTY OF STARBUCKS CORPORATION, APPROVAL WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK THEY SHALL NOT BE F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO REPRODUCED (IN WHOLE OR IN PART), SHARED STARBUCKS CONSTRUCTION MANAGER AND TO THE WITH THIRD PARTIES OR USED IN ANY MANNER GENERAL CONTRACTOR AS NEEDED. GENERAL ON OTHER PROJECTS OR EXTENSIONS TO THIS CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION PROJECT WITHOUT THE PRIOR WRITTEN MANAGER IMMEDIATELY IF SHOP DRAWINGS OR CONSENT OF STARBUCKS CORPORATION. INSTALLATION IS IN DISCREPANCY WITH STARBUCKS THESE DRAWINGS AND SPECIFICATIONS ARE ARCHITECTURAL DRAWINGS. INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS G. GENERAL CONTRACTOR TO CLEAN, PATCH AND SUBJECT TO CHANGE AT ANYTIME) AND DO REPAIR EXISTING EXTERIOR AS REQUIRED. NOT REFLECT ACTUAL SITE. CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION F. SIGNAGE PERMIT TO BE SUBMITTED SEPARATELY. NOR LIABILITY TO TI IE OTHER (EXCEPT STATED SIGNAGE SHOWN FOR REFERENCE ONLY. ALL SIGNAGE ABOVE) UNTIL A WRITTEN AGREEMENT IS SHOP DRAWINGS TO BE APPROVED BY SBUX DESIGN FULLY EXECUTED BY BOTH PARTIES. MANAGER. STARBUCKS TEMPLATE VERSION 0017.05.18 SHEET NOTES ARCHITECT OF RECORD T.O WAINSCOT 1. (N) CANOPY PAINTED SW6991 2 N WINDOW TRIM PAINTED SW7675. `I ._,./ Ii. •'� V.I.F. TO MATCH EXISTING DIMENSION. SEALSKIN - REFER TO BTRUCTUAL FOR DETAIL GROUNDFLOOR r U. ' r 3. (E) WINDOW ACCENT TRIM PAINTED SW7675 2 REPAIR AND PATCH AS REQUIRED. -110 ELEVATION @REAR SIDE 4 (N)INSTALL 60'DISK LOGO. V'.IDISUB7 WOVERY17 VD DUBLIN, OH 43017 L ea. 1/4"-1'-0" 5. (N)INSTALL 48" STACKED DT CABINET SIGN. 6. (N) INSTALL SCONCE LIGHT. 7. (E) PARAPET PAINTED SW7675 REPAIR AND PATCH AS REQUIRED 8. (E) PLANT-ON/CORNICE PAINTED SW7675 REPAIR AND PATCH AS REQUIRED 9. (N) INSTALL MEDALLION 10. (E) WAINSCOT REPAIR AND PATCH AS REQUIRED 11. (N) DT WINDOW: GC TO COORDINATE WITH SBUX CM TO FILL, CLEAN REPAIR AND PATCH THE DEMOLISHED DT } WINDOW AREA TO INSTALL (N) DT WINDOW. of 7-7 6-8' 14'-10' 24'-7' 21'-0' 2'-2' _ 7-2" SEE DETAIL IN SHEET X5004 J — J Ir 12 (N)WINDOW Q PARAPET HIGH PA _ �s�sO �4 0 sW7s 7 O SW7675-ES - . - SEALSKIN _ PARAPL V J 1 I I SEALSKIN �- _._ ..:._ I .rx... . ............. __...._�:._ .._ .....: I I t—�• I 1T - G Q I I C r I Z LU I I SW6S I I IT� I J 6W7675-0S I BLACK MAGIC ! SW7542{S Q N SEALSKIN NATUREL I-U lAl P ARAPLI ,.. lL U, .. T ..s... -- X50H U O 1� O f p C (5) Q Z (h Q I - -- —""--T SW7675-ES 0_ — _ _ — _ _ _ — _ — _ — _ — _ — U Q v Lo Lj SEALSKIN w w CC) sw767s-Es O0 O ,° a aOU —n. SEALSKIN I I I 1 4'-0' EQ EQ 3'-0' U I EQ EQ 1 STORE #: 6683 SW7542-E5 ATUREL I mo- V.I.F. VAR CANOPY u I T PROJECT #: 15284-038 4 I -' ..... - _. 1 .. _ . ... .. ... _..._....... _.. ... .. ..._ _. ..... ... ..... .. .. ...- ._ J ISSUE DATE: ILIy'J� — i rJT 6' DESIGN MANAGER: CHRISORTIZ EE� 'C '—!6 LEEDOAP N/A 10721 SW6991-ES PRODUCTION DESIGNER: WD PARTNERS t I .CHECKED BY: LYN MALONEY ' BLACK MAGIC S i RaN wn ScFrd111e x21oo 1z I X2o // // �' j/ 1 I ✓/ I N5{ _. _,_ _-.,..-..y.,_._.._.,_...._._, , , - — W7875-0 ...:... .:. �� .'. ..: :. . �.. - Rev Date B Descri'on SEALSKINF�0 - - GROUND FLOOR . t 4 sw7s75-E 10 0 -1103 -1103 SEALSKIN SHEET TITLE: nELEVATION @ DRIVE THRU EXTERIOR ELEVATIONS 1/4' = V-0' SCALE: AS SHOWN 1 7 4' 8' SHEET NUMBER: """�T� A-2003 site data ZONING: PROPERTY OWNER: TUCSON RESTAURANTS, INC. PARCEL ID: 220-09-0220 PROPOSED USE: RESTAURANT EXISTINGZONING: PAD(PLANNED DEVELOPMENT) ADJACENT ZONING EAST: PAD (PLANNED DEVELOPMENT) ADJACENT ZONING WEST: PAD (PLANNED DEVELOPMENT) ADJACENT ZONING NORTH: PAD (PLANNED DEVELOPMENT) ADJACENT ZONING SOUTH: PAD (PLANNED DEVELOPMENT) SITE LAYOUT DATA: MINIMUM DRIVE AISLE WIDTH: 24' STANDARD PARKING STALL 9' X 18' PARKING DATA VEHICLE PARKING: REQUIRED: (10) ONE PARKING SPACE PER 1,DD0 S.F. 3,798 S.F. GROSS FLOOR AREA REQUIRES 38 PARKING SPACES PROVIDED: 44 PARKING SPACES 9 2 ACCESSIBLE PARKING SPACES PER ADAAG • 46 PARKING SPACES TOTAL ON -SITE. BICYCLE PARKING: REQUIRED: 1 BICYCLE PARKING SPACE PER 20 REQUIRED VEHICLE PARKING SPACES. 38 REQUIRED VEHICLE PARKING SPACES REQUIRES 2 BICYCLE PARKING SPACES. PROVIDED: 1 EXISTING BICYCLE RACK (3 SPACES) +2 PROPOSED BICYCLE RACKS IS SPACES) - 9 BICYCLE SPACES TOTAL BUILDING DATA: BUILDING AREA GROSS AREA 3,798 SQUARE FEET BUILDING HEIGHT: 24.0' MAXIMUM NUMBER OF STORIES: ONE AREA CALCULATIONS: ONSITE (PARCEL 220-09-0220): PARCEL ACREAGE: 57,970 SQUARE FEET (1.33 ACRES) LIMITS OF DISTURBANCE: 3,063 SQUARE FEET (0.07 ACRES) PRE -DEVELOPED IMPERVIOUS AREA: 40 SQUARE FEET (0.001 ACRES) POST -DEVELOPED IMPERVIOUS AREA 2,061 SQUARE FEET 11105 ACRES) OFFSITE (PARCEL 226-09-0210): PARCEL ACREAGE: ..001 SQUARE FEET(0.83 ACRES) LIMITS OF DISTURBANCE: 42 SQUARE FEET (0.001 ACRES) PRE -DEVELOPED IMPERVIOUS AREA: 0 SQUARE FEET (0 ACRES) POST -DEVELOPED IMPERVIOUS AREA 42 SQUARE FEET (0.001 ACRES) FINAL SITE PLAN STARBUCKS COFFEE COMPANY 2401 UTAH AVE. SOUTH SEATTLE, WA 98134 206.318.1575 T general notes site vicinity man NOT A ASSURANCES FOR WATER SERVICE, SITE STABILIZATION AND LANDSCAPING MUST BE POSTED PRIOR TO THE ISSUANCE OF GRADING PERMITS. B. ALLSIGNAGE AND LIGH'.ING TO BE ADDRESSED AS PART OF SEPARATE REVIEW AND APPROVAL PROCESS. SPECIAL NOTE: CHANGES MADE TO THE DESIGN IDENTIFIED ON THESE DRAWINGS AND/OR ASSOCIATED SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT OF RECORD FOR REVIEW AND APPROVAL PRIOR TO MAKING ANY MODIFICATIONS TO THE PROJECT. ANY DESIGN MODIFICATIONS, AS WELL AS ANY COSTS ASSOCIATED WITH SUCH MODIFICATIONS, MADE WITHOUT THE ENGINEER OF RECORD'S WRITTEN APPROVAL SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. STARBUCKS OV1702829 t' t VWRI. 0 .n e,a RE5[KwE -'-- wacaw nor+ t T `'E Uef i 91K f n _basis of information A ALL EXISTING CONDITIONS, TOPOGRAPHY, UTILITIES, EASEMENTS & LEGAL DESCRIPTION AREA AS TAKEN FROM A SURVEY OF LAND SITUATED IN THE TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DATED AUGUST 15, 20W. AS PREPARED BY: ALTA LAND SURVEY, INC. 5930 E. PIMA STREET, SUITE 130 TUCSON, AZ 85712 TEL: 520.398.6651 CONTACT: JOHN DAVID REYES, R.L.S. ELEVATIONS ARE BASED ON PIMA COUNTY DOT I CITY OF TUCSON DOT OPUS CONTROL POINT 12S13E_J25. ELEVATION OF SAID POINT IS 2552.474, NAVD 88. FLOODPLAIN DATA: PROPERTY LIES WITHIN ZONE X (AREAS OUTSIDE THE 1%ANNUAL CHANCE FLOOD). COMMUNITY PANEL NUMBER D4019C7089L, EFFECTIVE DATE JUNE 16, 2011. CIVIL ENGINEER WD PARTNERS 7007 DISCOVERY BLVD DUBLIN, OHIO 43017 TEL: 614,634.7121 CONTACT: ANDREW J. SCHALL, P.E. EMAIL endy.schall@wdpartners.wm ARCHITECT WD PARTNERS 7D07 DISCOVERY BLVD DUBLIN, OHIO 43017 TEL a14.634.7126 CONTACT: CHRISTOPHER K DOERSCHLAG Email: chds.doerschlag@wdpartners.com STORM WATER ORO VALLEY PUBLIC WORKS 680 W. CALLE CONCORDIA ORO VALLEY, AZ 85704 TEL 520.229.4816 SANITARY SEWER PIMA COUNTY REGIONAL WASTEWATER 201 N. STONE AVENUE TUCSON, AZ 85701 TEL: 520,724.6609 WATER ORO VALLEY WATER UTILITIES 11000 N. LA CANADA DRIVE ORO VALLEY, AZ 85737 TEL 520.229.6000 CONTACT: PHILLIP SALETTA ZONING DEPARTMENT TOWN OF ORO VALLEY 11 DOO N. LA CANADA DRIVE ORO VALLEY, AZ 85737 TEL 520.229.4811 CONTACT: PAUL KEESLER FIRE DEPARTMENT GOLDER RANCH FIRE DISTRICT 1130 E. RANCHO VISTOSO BLVD. ORO VALLEY, AZ 85755 TEL 620.625.9001 CONTACT: RANDY KARRER TELEPHONE AT&T 7619 N. ORACLE ROAD, #101 ORO VALLEY, AZ 857D4 TEL 520,544.4340 ELECTRIC TUCSON ELECTRIC POWER 88 E. BROADWAY BOULEVARD TUCSON. AZ 85701 TEL 520.623.7711 NATURAL GAS SOUTHWEST GAS PO BOX 98890 LAS VEGAS, NV 89193 TEL 877.860.6020 SEAL: civil C-0001 COVER SHEET AND INDEX C-0002 GENERAL NOTES ALTA/NSPS SURVEY (2 SHEETS) C-1000 SITE DEMOLITION PLAN C-1001 SITE IMPROVEMENT PLAN C-1002 SITE GRADING & DRAINAGE PLAN C-1003 SITE DETAILS L-1001 LANDSCAPE PLAN app ovals TOWN CLERK DATE PLANNING AND ZONING ADMINISTRATOR DATE TOWN ENGINEER DATE ORO VALLEY WATER UTIUTY DIRECTOR DATE DATE: 02123/2018 FINAL SITE PLAN SCALE: N/A STARBUCKS CONTOUR A PORTION OF SECTION 7, T-12-S, R-14-E OF INTERVAL: WA THE G.&S.R.B.&M., TOWN OF ORO VALLEY, PIMA COUNTY. ARIZONA Dortsr.nsccwcarrEeca m" STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SNARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. STARBUCKS TEMPLATE VERSION 12014.10.20 ENGINEER OF RECORD VW 7007 DISCOVERY BLVD DUBLIN, OH 43017 614 634 7000 T � r T_ DO z z LU J a WSW z �J oOJ =O �0 az¢ z0 LO Z o� oCOw 0M a0 a-0 0D- STORE M 15284-038 PROJECT M 6638 CASEWORK CONCEPT: ISSUE DATE: 02.23.2018 DESIGN MANAGER: LEED®AP. WO PARTNERS PRODUCTION DESIGNER: D. HECKLER CHECKED BY: A SCHALL SHEET TITLE: COVER SHEET AND INDEX SCALE: NONE SHEET NUMBER: C-0001 OV1702829 1 OF 7 EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED AERIALTARGET/ FLOOFVYARD DRAIN Igl TELECOMMUNICATION HORIZONTAL CONTROL AERIAL TARGET/ GAS LINE VENT °G LIGHT/POWER POLE TELECOMMUNICATION/ VERTICAL CONTROL GAS MANHOLE G) © POWER POLE BENCHMARK FOUND GAS METER jtm' TELEPHONE (PAY) BENCHMARK SET x GAS VALVE II CONCRETE MONUMENT ® �� TELEPHONE BOOTHi IOial FOUND GAS WELL II TELEPHONE PEDESTAL DRILL HOLE FOUND ORKF. GASOLINE PUMP TOWER DRILL HOLE SET OGKS GREASE INTERCEPTOR ®p TRAFFIC PULL -BOX 13 GOVERNMENT DISK ® TRAFFIC SIGNAL FOUND GUYWIRE ANCHOR < STRAIN/SUPPORT POLE 0 IRON PIN FOUND OAR R TRANSFORMER/ (NO I.D. CAP) HANDICAP PARKING ® TRANSFORMER PAD IRON PIN FOUND W/ I.D. OLR F. CAP LANDSCAPE ROCK Q TREE, DECIDUOUS 0IRON PIN SETWI I.D. CAP OL.R S SITE LIGHT POLE It IRON PIPE FOUND @R F. ROADWAY UGHTPOLE CEO TREE, EVERGREEN IRON PPE SET OP.S MAILBOX an MAGNETIC NAIL FOUND ORAL F. TREE, STUMP in, MONITORING WELL I''I MAGNETIC NAIL SET ORA9S MANHOLE ICY MINE SPIKE FOUND 0 NEWSPAPER BOX ' UNKNOWNOBJECT OILTANK MINE SPIKE SET MONUMENTBOXFOUND X m OIL WELL 11 UNKNOWNPOLE UNKNOWN VALVE (� II P. K. NAIL FOUND oP.V F. PARKING METER 1 U 1 RAILROAD SPIKE FOUND ,a POST/BOLLARD 0 UNKNOWN WELL 'l' RAILROAD SPIKE SET A' POWER LINE MARKER HP WATER GATE VALVE I�H M� W SECTION CORNER � POWERPOLE WATER LINE VENT WATER MANHOLE w (W OW SECTION HALF POWEWUGHT POLE pf Cl1 L* WATER METER WM STONE FOUND p WATER SERVICE STOP TACKED HUB FOUND El RAILROAD CROSSING WATER WELL 1 1 TACKED HUB SET O RAILROAD GATE yyy T/ YARQlANDSCAPE LIGHT H 1 POST SIGN -� IY YARD/LANDSCAPE LIGHT h, T POST SIGN H RAILROAD SIGNAL (DOUBLE) (BACK TO HACK) 2 POST SIGN RUNOFF FLOW 2.1 % DETECTABLE WARNING 0 2CTSIGN b Y SANITARY LINE MARKER iSA DUN ASPHALT (BACK TO BACK) PAVING BARBECUE GRILL ® SANITARY LINE VENT -SA CONCRETE BUSSHRUB H/ } SANITARY MANHOLE SO ,A PAV'ING/SIDEWALK INI. _ WOUTLET PROTECTION CATCH BASIN, ROUND (CB) O SANITARY VALVFJ # CLEA4OUT O ADA ACCESSIBLE ROUTE CATCH BASIN, SQUARE a SATELLITE DISH (X MIN WIDTH) SEPTIC TANK (� I CABLE LINE — — —Ex CAda — c CURB INLET r��-E-D ifw O CONTOUR CURB BREAK SIGN LUMINAIRE }-1 # CROWN LINE ELECTRIC BOX �^ SOIL BORING QE DRAINAGE SWALE --1--►— -- SPOT ELEVATION TBD ELECTRIC UNE ELECTRIC CONDUIT aRCUIT*l STORM CLEANOUT OL-XXXX O FIRE LINE — —E+R'A ELECTRIC MANHOLE (E) QE GAS UNE STORM MANHOLE (SEC)T ELECTRIC METER ® © IRRIGATION LINE IRR ELECTRIC VAULT TELECOMMUNICATION HEEL IRRIGATION SLEEVE -------------------- EMERGENCY OVERFLOW ROUTING UNE MARKER TELECOMMUNICATION.- LIMITS OF CONSTRUCTION FDC CONNECTION MANHOLE TELECOMMUNICATION SANITARY SEWER LINE — —Faso FIRE HYDRANT POLE STORM SEWER LINE --as— —_ 101-12'RCP@1.o%- �'}� TELECOMMUNICATION It lz TELEPHONE LINE FLAG POLE P VAULT TELECOMMUNICATION WATER LINE LIGHT POLE ML7B ci`i#i� Qks s AC ASPHALT CONCRETE F/C FACE OF CURB MJ MECHANICAL JOINT WAS SIDEWALK APPR' APPROXIMATE LOCATION FG FINISH GRADE LOC NIC NOT IN CONTRACT SF SILT FENCE ASSY ASSEMBLY FF FINISHED FLOOR OHP OVERHEAD POWER STA. STATION B/C BACK OF CURB FH FIRE HYDRANT OHT OVERHEAD TELEPHONE STD. STANDARD B/W BOTTOM OF WALL FL-L FLOW LINE PC POINT OF CURVATURE STM STORM C&G CURB AND GUTTER F.L. FIRE LANE PE POLYETHYLENE STMH STORM SEWER MANHOLE C/L CENTERUNE G GAS PIED. PEDESTAL T. TEL TELEPHONE CMP CORRUGATED METAL PIPE ONO GROUND PI POINT OF INTERSECTION TCM TELECOMMUNICATIONS MANHOLE CO CLEAN OUT GV GAS VALVE PA PROPERTY LINE TE TRASH ENCLOSURE CONIC. CONCRETE HOPE HIGH DENSITY POLYETHYLENE PT POINT OF TANGENT T/W TOP OF WALL CONN. CONNECTION HORIZ. HORIZONTAL PP POWER POLE TYP TYPICAL C.Y. CUBIC YARD HP HIGH POINT PVC POLYVINYL CHLORIDE UGE UNDERGROUND ELECTRIC DI DUCTILE IRON PIPE HYD HYDRANT PVMT PAVEMENT LINK UNKNOWN DR DRIVE INV. INVERT PWR POWER UP UTILITY POLE D.S. DOWNSPOUT LF. LINEAR FEET R.D. ROOF DRAIN VAR VARIABLE E. ELEC. ELECTRIC LP LOW POINT R.J. RESTRAINED JOINT VERT. VERTICAL EA EACH LS LANDSCAPE R/W RIGHT-OF-WAY W/ WITH A ALL CONSTRUCTION SHALL COMPLY WITH APPUCABLE CODES AND LOCAL REQUIREMENTS. CONTRACTORS MUST COMPLY WITH CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. ALL REQUIRED CITY / COUNTY/ STATE PERMITS SHALL BE ACQUIRED AND PAID FOR BY STARBUCKS; ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE GENERAL CONTRACTOR. B. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS, AND SPECIFICATIONS ARE NOT INTENDED. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS. DO NOT SCALE DRAWINGS TO DETERMINE LOCATIONS. THE CONTRACTOR G TO CLARIFY ANY SUCH DISCREPANCIES WITH THE ENGINEER PRIOR TO COMMENCING WORK C. IF REQUESTED BY THE PROJECT OWNER, WD PARTNERS MAY PROVIDE THE CONTRACTOR WITH ELECTRONIC DOCUMENTS FOR INFORMATIONAL PURPOSES. THE ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE USE OF SUCH FILES FOR CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE INFORMATION CONTAINED IN SUCH FILES AS THEY MAY COMPARE TO THE INFORMATION ON THE SIGNED AND SEALED HAROCOPY DOCUMENTS. D. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECTSAME INFORMATION. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA AND CHANGE ORDERS. E. GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS ANY APPLICABLE SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS. ALL ITEMS NOT MARKED AS OMER SUPPLIED' ARE TO BE SUPPLIED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR F. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL WHILE WORKING IN THE PUBLIC RIGHT OF WAY OR ADJOINING PROPERTIES. ALL SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH ARIZONA MUTCO. IF A MAINTENANCE OF TRAFFIC PLAN IS NECESSARY, THE PLANS SHALL BE PREPARED BYA PROFESSIONAL ENGINEER LICENSED WITH THE LOCALE OF THE PROJECT. MAINTENANCE OF TRAFFIC PAWS WHICH ARE NOT INCLUDED IN THIS SET OF DRAWINGS ARE THE RESPONSIBILITY OF THE GENERAL CON TRACTOR. G. UTILITIES SHOWN ARE TAKEN FROM THE SURVEY AND RECORDS OF RESPECTIVE UTILITY COMPANIES AND DO NOT NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO OR ON THE SITE SHOWN ON PLAN ITSHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTIUTIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK H. NO GEOTECHNICAL EVALUATION WAS PERFORMED AS PART OF THIS PROJECT. HE PAVEMENT SECTIONS SMALL BE BASED UPON PROJECTS OF SIMILAR SIZE AND USE. WD PARTNERS ASSUMES NO LIABILITY FOR THE PAVEMENT SECTIONS THAT ARE SPECIFIED. CONTRACTOR TO NOTIFY THE OWNER IF ANY QUESTIONABLE SOILS ARE ENCOUNTERED DURING CONSTRUCTION. I. 5'-0' MINIMUM WIDTH ACCESSIBLE ROUTE FROM BUILCIt IS TO PUBLIC RIGHT-OF-WAY AND ACCESSIBLE PARKING STALLS. THE ACCESSIBLE ROUTE IDENTIFIED ON THE PAIN SHALL BE IN COMPLIANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS IT SHALL BE THE RESPONSIBUTY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE FINAL ACCESSIBLE ROUTE S CONSISTENT WITH THE DESIGN SHOWN AND CONSTRUCTED IN SUCH AWAY AS TO MEET ALL APPLICABLE REQUIREMENTS. CODE REFERENCES LISTED IN THE PANS IDENTIFY THE APPLICABLE SECTION OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN IN APPENDIX A OF THE TITLE III REGULATIONS (28 CFR PART 36, REVISED JULY 1,1994) ISSUED BY THE DEPARTMENT OF JUSTICE. THE CONTRACTOR SHALL BE RESPONSIBLE TO BE KNOWLEDGEABLE OF ANY ADDENDA OR UPDATE TO THE FEDERAL, STATE AND LOCK ACCESSIBILITY LAWS AND CODES. J. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURERS APPROVED SHOP DRAWINGS / DATA SHEETS IN ACCORDANCE WITH THC ^ROJECT SPECIFICATIONS AND LOCAL REGLATIONS. K ALL TRAFFIC CONTROL DEWCES SHALL BE INSTALLED AND MANTAINED IN CONFORMANCE WITH THE ARIZONA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. _site notes A TAPER LAST tO OF 6' CURB FROM TYPICAL CURB DETAIL TO MEET AND MATCH CONFIGURATION AND ELEVATION OF EXISTING ADJONIW, CURB, PAVEMENT, OR SIDEWALK; OR TAPER CLRB AT EXISTING SIDEWALK. B. ACCESSIBLE PARKING TO MEET FEDERAL ADA AND LOCAL ACCESSIBILITY CODES AND REQUIREMENTS. C. PROVIDE A5'lY MINIMUM WIDTH ACCESSIBLE ROUTE FROM 6-11LDING TO PUBUC RIGHT-OF-WAY AND ACCESSIBLE PARKING STALLS PER PUN. CROSS SLOPE IS NOT TO EXCEED 2.OD%; RUNNING SLOPE NOT TO EXCEED 5.00% D. ALL RADII ARE 5.O OR HA:F THE ISLAND WIDTH UNLESS OTHERWISE NOTED. E. ALL DIMENSIONS ARE TO FACE OF CURB AND BUILDING FOUNDATION WALL UNLESS OTHERWISE NOTED. F. PAVEMENT STRIPING SHALL BE ALKYD -READY MIX PERADOT SPECIFICATIONS. G. ALL SIGNAGE SHALL COMPLY WITH LOCAL REQUIREMENTS. VERIFY STYLE WITH OWNERS REPRESENTATIVE. storm drainage notes A GENERAL CONTRACTOR TO MAINTAIN STORM SEWER WAI LR DRAINAGE THROUGH ENTIRE CONSTRUCTION PROCESS. Oro Valley engineering general notes A MATERIALS WITHIN SIGHT VISIBNTY TRIANGLES MUST BE PLACED SO AS NOT TO INTERFERE WITH A VISIBILITY PLANE DESCRIBED BY TWO HORIZONTAL LINES LOCATED LOCATED THIRTY (30) INCHES AND SEVENTY TWO (721 INCHES ABOVE FINISHED GRADE OF THE ROADWAY SURFACE. B. FINAL SITE PLANS AND IMPROVEMENT PLAN MUST BE APPROVED PRIOR TO THE ISSUANCE OF ANY PERMITS BY THE TOWN ENGINEER AND/OR BUILDING OFFICIAL C. ALL WEATHER ACCESS MUST BE PROVIDED TO ALL LOTS WITHIN THE SUBDMSION. Oro Valley drainage general notes A ALL DRAINAGE WAYS WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY PERMITS FORM THE TOWN ENGINEER ANDADR BUILDING OFFICIAL FOR PARCELS AFFECTED. AFFECTED PARCELS MUST BE SPECIFICALLY IDENTIFIED EITHER BY NUMBER IN NOTE OR BY THE OUTLINE ON THE DEVELOPMENT PLAN. B. DRAINAGE MUST BE COLLECTED AND RELEASED FROM A PROPOSED DEVELOPMENT AT THE LOCATION AND IN THE MANNER EXISTING PROT TO DEVELOPMENT. C. DRAINAGE WAYS MUST BE PROVIDED WHERE NECESSAAYTO CARRY DRAINAGE FLOWS THROUGH OR FROM THE DEVELOPMENT AND SUCH DRAINAGE WAYS MUST BE DEDICATED AND MAINTAINED BY PROPERTY OWNERS OR PROPERTY OWNERS ASSOCIATION. D. DRAINAGE WAYS MUST BE DESIGNED TO NOT DISCHARGE ONTO PAVED STREETS, EASEMENTS OR PARKING AREAS. E. PARKING AREAS MUST NOT BE USED AS DETENTION BASINS. F. THE FOLLOWING LOTS ARE AFFECTED BY THE TOWN OF ORO VALLEY FLOODPLAIN REGULATIONS: 220-09-0220, 220 09-210. SEAL: Oro Valley water general notes A WATER INFRASTRUCTURE AS REPRESENTED ON THIS PLAN IS FOR INFORMATION PURPOSES ONLY. A SEPARATE WATER IMPROVEMENT PAN MUST BE SUBMITTED TO THE ORO VALLEY WATER UTILITY (OVWU) FOR TECHNICAL REVIEW AND COMPUANCE WITH APPLICABLE STATUTES, CODES AND SPECIFICATIONS, ADDITIONALWATER INFRASTRUCTURE MAY BE DEEMED NECESSARY UPON REVIEW OF THE WATER IMPROVEMENT PLAN. B. ORO VALLEY WATER UTIUTYSHALL BE THE WATER PROVIDER. A ALL MATERIAL, EXCEPT THAT BELONGING TO A PUBLIC UTILITY COMPANY OR AS IDENTIFIED BY THE OWNER SHALL BECOME PROPERTY OF THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE NTH LOCAL REOLAREMENTS. S. CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTIUTIES THAT ARE INTENDED TO PROVIDE SERVICE WHETHER SHOWN ON THE PUNS OR NOT. C. EXISTING UTILITIES AND TOPO LOCATIONS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITY LOCATIONS, WHETHER SHOWN ON PUNS OR NOT. D. ALL DEBRIS FROM DEMOLITION, NOT BEING REUSED, SHALL BE HAULED OFF SITE AND DISPOSED OF BY LEGAL MEANS. E. CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY FENCE, 6 FOOT MINIMUM HEIGHT, FOR THE DURATION OF ALL DEMOLITION PHASES. UPON COMPLETION OF DEMOLITION PHASES, FENCE MAINTENANCE SHALL BE RESPONSIBILITY OF THE SITE CONTRACTOR. F. CONTRACTOR SHALL NOT RESTRICT ACCESS TO ADJOINING PROPERTIES DURING DEMOLITION OR CONSTRUCTION. ACCESS SHALL BE MAINTAINED SO AS NOT TO INTERRUPT NORMAL OPERATIONS OF ADJACENT FAUUTIES. G. CONTRACTOR SHALL NOT ALLOW ANY UTILITY OR SERVICES TO THE NEIGHBORING PROPERTY(S) TO BE INTERRUPTED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE RESPECTIVE OWNERS. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL UTILITY SERVICES TO THE NEIGHBORING BUILDINGS IF IT IS NECESSARY FOR CONNECTIONS TO BE INTERRUPTED, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY SERVICES Q.E., GENERATORS, PORTABLE GAS TANKS. ETC.). THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL UTIUTY ABANDONMENT AND REMOVAL WITH THE RESPECTIVE UTILITY COMPANIES. H. WORK CANNOT OCCUR OUTSIDE OF THE DEMOLITION LIMITS WITHOUT PRIOR CONSENT OF OWNER, ADJACENT OWNER, AND LOCAL JURISDICTION. ANY TEMPORARY EASEMENTS REQUIRED WINCH ARE NOT DEPICTED IN THE DRAWINGS SHALL BE THE CONTRACTORS RESPONSIBILITY. 1. EROSION CONTROL PRACTICES MUST BE IN PLACE AND MAINTAINED DURING DEMOLITION, J. GENERAL CONTRACTOR IS TO PRESENT LICENSING INFORMATION TO THE STATE ENVIRONMENTAL PROTECTION AGENCY THIRTY (30) DAYS PRIOR TO COMMENCEMENT OFANYDEMOUTION. K. REFER TO SHEETL-{ES1'FOR TREE PROTECTION PLAN NOTES AND DETAILS PRIOR TO PERFORMING ANY DEMOLITION. - gr. ading notes A. THE INFORMATION DEPICTED ON THESE CONSTRUCTiOiN:-OCUMENTS IS AS ACCURATE AS POSSIBLE WITH REGARD TO THE INFORMATION PROVIDED BY THE SURVEYOR. THE CONTRACTOR LS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING GRADES PRIOR TO CONSTRUCTION. NOTIFY THE OWNERS REPRESENTATIVE AND THE ENGINEER OF RECORD IMMEDIATELY OF ANY DISCREPANCY FOUND BE TN.cEN THE FIELD CONDITIONS AND THESE PLANS. B. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING W. AND SHALL BE A MINIMUM OF 6P IN WIDTH, , C. WALKING SURFACE CROSS SLOPES SHALL NOT EXCEED 2.0'X.. D. WALKS, SIDEWALKS AND PEDESTRANWAYS SHALL BE FREEOF GRATING WHENEVER POSSIBLE FOR GRATINGS LOCATED IN THE SURFACE OF ANY OH THESE AREAS, GRID OPENINGS IN THE GRATINGS SHALL BE LIMITED TO 1/T IN THE DIRECTION OF TRAFFIC FLOW. E. ON ACCESSIBLE ROUTES, WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1V.20H, IT SHALL COMPLY WITH THE PROVISIONS OF A PEDESTRIAN RAMP. F. PER ADA STANDARDS FOR ACCESSIBLE DESIGN SECTION 303. ON ACCESSIBLE ROUTES, CHANGES IN ELEVATION UP TO 1/4' ARE ALLOWED CHANGES GREATER THAN 1/4' MUST BE BEVELED NO GREATER THAN 1V 2H AND CHANX:e,...REATER THAN 1/2' SHALL COMPLY WITH REQUIREMENTS FOR CURB RAMPS. G. NO SLOPE SHALL BE GREATER THAN 1V2H. SLOPES GRFATEP THAN IV 2H MUST BE AN ENGINEERED SLOPE OR CONTOURED UTILIZING A RETAININC WALL OR OTHER APPROVED STRUCTURALMEANS. THE GENERAL CONTRACTOR S, ALL CONTACT THE ENGINEER OF RECORD IF A DISCREPANCY IS FOUND IN THE FIELD.NHICH CREATES A SCOPE CONDITION THAT EXCEEDS 1V2H. FAILURE TO CONTACT THE ENGINEER PRIOR TO COMMENCING WORK WILL RESULT IN CORRECTIVE M.EA-URES AT THE CONTRACTORS EXPENSE. H. INSTALL ALL NECESSARY EROSION CONTROL MEASURES PRI,�, TO THE START OF ANY GRADING ACTIVITIES. REFER TO THE GRADING AND DRAINAGE PAN FOR DETAILS AND PROCEDURES. I. EXISTING GRADES SHALL BE MATCHED WITHIN THE LEGAL BOUNM RY UNLESS OTHER PROVISIONS HAVE BEEN MADE.^. J. SOILS IMPORTED INTO THE SITE FOR STRUCTURAL FILL SHALL BE CLEAN AND FREE OF ORGANIC MATERIALS. K. CONTRACTOR TO ADJUST AND/OR RECONSTRUCT TO PROPOSED GRADE ALL MANHOLES, CLEANOUTS, VALVES, VAULTS. GREASE TRAPS,.ND ALL OTHER UTIUTY APPURTENANCES AS NEEDED. SEE THE GRADING PUN FC9 PROPOSED GRADING INFORMATION, n_, axing notes A. THE SUBGRADE BASE COURSE SHALL BE COMPACTED TO MINIMUM 98%OF THE MODIFIED PROCTOR (ASTM D7557) MAXIMUM DRY DENSITY. B. PAVEMENT AND GRANULAR AGGREGATE BASE MATERIALS SHWA BE PROVIDED AND INSTALLED IN ACCORDANCE WITH THE CURRENT ARIZONA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. SCALE: N/A STARBUCKS CONTOUR A PORTION OF SECTION 7, T-12-S, R-14-E OF INTERVAL: N/A THE G.&S.R.B.&M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. STARBUCKS TEMPLATE VERSION i2014.1020 ENGINEER OF RECORD Md - DUBLIN.OH 43017 U)Tl_ O rOf r- 0 J� Q W z w L} Do Q�J Z U oOJ Q ZQ O W W�> Z c� O w O OJix O a0 a�0 UIL STORE #: 15284-038 PROJECT #: 6638 CASEWORK CONCEPT: ISSUE DATE: 02,23.2018 DESIGN MANAGER: LEED®AP. WD PARTNERS PRODUCTION DESIGNER: CHECKED BY: D. HECKLER A. SC44ALL SHEET TITLE: GENERAL NOTES SCALE: NONE SHEET NUMBER: C-0002 OV1702829 2 OF 7 SCHEDULE B - SECTION II EXCEPTIONS: A THE RIGHTS OF PARTIES N POSSESSION BY REASON OF ANY UNRECORDED LEASE OR MONTH TO MONTH TENANCIES AFFECTING ANY PORTION OF THE WITHIN DESCRIBED PROPERTY. S. THIS REPORT IS FOR INFORMATIONAL PURPOSES ONLYAND IS NOT TO BE CONSIDERED A COMMITMENT TO ISSUE ANY FORM OF TIRE INSURANCE IT IS FOR THE USE ONLY OF THE PARTY WHO ORDERED IT AND LUIBILITY, IF ANY, IS LIMITED TO THE AMOUNT OF THE FEE PAID. RECEIPT AND USE OF THIS REPORT SHALL BE EVIDENCE OF THE ACCEPTANCE OF THE TERMS HEREOF. C. THERE ARE NO OTHER RECORDED MATTERS AFFECTING THE TIRE TO THE LAID DESCRIBED IN THIS REPORT. 1. RESERVATIONS CONTAINED N THE PATENT FROM THE UNITED STATES OF AMERICA RECORDED N BOOK77 OF DEEDS AT PAGE 637. READING AS FOLLOWS: SUBJECT TO ANY VESTED AND ACCRUED WATER RIGHTS FOR MINING, AGRICULTURAL, MANUFACTURING OR OTHER PURPOSES. AND RIGHTS TO DITCHES AND RESERVOIRS USED N CONNECTION WITH SUCH WATER RIGHTS AS MAY BE RECOGNIZED AND ACKNOWLEDGED BY THE LOCAL CUSTOMS, LAWS AND DECISIONS OF COURTS: AND THERE IS RESERVED FROM THE LANDS D, HEREBY GRANTEA MONT OF WAY THEREON FOR DITCHES OR CANALS CONSTRUCTED BYTHE AUTHORITY OF THE UNITED STATES OF AMERICA. 'BLANKET RESERVATIONS, CANNOT PLOT' 2. TAXES AND ASSESSMENTS COLLECTIBLE BY THE COUNTY TREASURER A LIEN NOT YET DUE AND PAYABLE FOR THE FOLLOWING YEAR 2017 RIOT SURVEY RELATED' S IMPROVEMENT LIEN PAYABLE IN ANNUAL INSTALLMENTS. PLUS SEMIANNUAL INSTALLMENTS OF INTEREST: CITY OF ORO VALLEY SERIES NO. OR1 ASSESSMENT NO. 13 PURPOSE PAVING CONTACT CITY FOR SPECIFIC INFORMATION. "NOT SURVEY RELATED' 4. LIABILITIES AND OBLIGATIONS IMPOSED UPON SAID LAND BY REASON OF ITS INCLUSION WITHIN THE FOLLOWING NAMED DISTRICT: ORACLE ROAD IMPROVEMENT DISTRICT POCKET 12441 AT PAGE 1212) GOLDER RANCH FIRE DISTRICT (DOCKET 13M AT PAGE 2916) 'NOT SURVEY RELATED' r.;;. RESTRICTIONS, CONDITIONS. COVENANTS, RESERVATIONS, EASEMENTS, INCLUDING BUT NOT LIMITED TO ANY RECITALS CREATING EASEMENTS, LIABILITIES, OBLIGATIONS OR PARTY WALLS, CANTING. IF ANY, FROM THE ABOVE, ANY RESTRICTIONS BASED ON RACE, COLOR RELIGION SEX HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGN CONTAINED IN INSTRUMENT. RECORDED IN DOCKET SIN AT PAGE 1110 'BLANKET RESTRICTIONS, CANNOT PLOT' AMENDMENT RECORDED IN DOCKET 10000 AT PAGE 5D9 'NOT ON PROPERTY' DOCKET 11554 AT PAGE 17M 'AS SHOWN ON MAP SEQUENCE NO.20IL1210385 'NOT ON PROPERTY' DEVELOPER MEMORANDUM RECORDED N DOCKET IODW AT PAGE 450 'BLANKET RESTRICTIONS. CANNOT PLOT ASSIGNMENT AND ASSUMPTION RECORDED AT SEQUENCE NO.20122000836 'NOT SURVEY RELATED' S. RESTRICTIONS, CONDITIONS, COVENANTS. RESERVATIONS, INCLUDING BUT NOT LIMITED TO ANY RECITALS CREATING EASEMENTS. LIABILITIES. OBLIGATIONS OR PARTY WALLS, OMITTING, IF ANY, FROM THE ABOVE, ANY RESTRICTIONS BASED ON RACE, COLOR RELIGION SEX HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN CONTAINED N INSTRUMENT. - RECORDED IN DOCKET 94N PAGE 1227 'BLANKET RESTRICTIONS. CANNOT PLOT ALTA LAND SURVEY, INC. SURVEYING. CQSIR)CIIQN STAKING S DRAPING 5930 E. PIMA STREET, SUITE 130 TUCSON, ARIZONA 85712 (520) 398-6651 7. RESTRICTIONS, CONDITIONS, COVENANTS, RESERVATIONS, INCLUDING BUT NOT LIMITED TO ANY RECITALS CREATING EASEMENTS. LIABILITIES, OBLIGATIONS OR PARTY WALLS, OMITTING, IF ANY, FROM THE ABOVE, ANY RESTRICTIONS BASED ON RACE, COLOR RELIGION SEX HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN CONTAINED N INSTRUMENT. RECORDED N DOCKET 11064 PAGE 3067 'NOT ON PROPERTY' AMENDMENT RECORDED N DOCKET 12498 AT PAGE 0941 'NOT ON PROPERTY' 8. AGREEMENT, ACCORDING TO THE TERMS AND CONDITIONS, CONTAINED THEREIN: PURPOSE DEVELOPMENT DATED JANUARY 11, 1093 RECORDED IN DOCKET 9480 PAGE 1233 *BLANKET AGREEMENT. CANNOT PLOT' 9. EASEMENT AND RIGHTS INCIDENT THERETO. AS SET FORTH IN INSTRUMENT: RECORDED IN DOCKET 2112 PAGE 234 PURPOSE UTILITIES 'CANNOT PLOT EASEMENT AS WRITTEN' 10. EASEMENT AND RIGHTS INCIDENT THERETO. AS SET FORTH IN INSTRUMENT: RECORDED N DOCKET 9612 PAGE T38 PURPOSE ELECTRIC FACILITIES AND COMMUNICATION FACILITIES 'AS SHOWN ON MAP 11. EASEMENT AND RIGHTS INCIDENT THERETO, AS SET FORTH IN INSTRUMENT: RECORDED INDOCKET 10257 PAGE 208 PURPOSE UTILITIES 'NOT ON PROPERTY' 12. EASEMENT AND RIGHTS INCIDENT THERETO, AS SET FORTH IN INSTRUMENT' RECORDED IN DOCKET 10880 PAGE 3900 PURPOSE WATERLINES 'AS SHOWN ON MAP' I& EASEMENT AND RIGHTS INCIDENT THERETO, AS SET FORTH IN INSTRUMENT: RECORDED N DOCKET 10708 PAGE 1001 PURPOSE ELECTRIC FACILITIES AND COMMUNICATION FACILITIES 'AS SHOWN ON MAP' 14. EASEMENT AND RIGHTS INCIDENT THERETO. AS SET FORTH IN INSTRUMENT: RECORDED IN DOCKET 11477 PAGE 2503 PURPOSE NGRESSAND EGRESS 'AS SHOWN ON MAP I& LEASEHOLD, UNDER THE TERMS AND CONDITIONS OF AN UNRECORDED LEASE MADE BY, LESSOR DOMINIC SCA -ETTA AND GLORA SGLLETTA, HUSBAND AND WIFE LESSEE TUCSON RESTAURANTS. NC.. AN ARIZONA CORPORATION DATED NOVEMBER 01. 2000 AS DISCLOSED BY MEMORANDUM OF LEASE RECORDED NOVEMBER 09, 2D00 KE DOCT 11422 PAGE 1745 'NOT SURVEY RELATED' NOTE: TAX PARCEL NO. FOR 20181E 220084220 NOTE VESTING DOCUMENTS RECORDED N DOCKET 10683 AT PAGE 702 AND DOCKET 13180 AT PAGE 1087 END OF SCHEDULE B FEES BOOK SURVEY, PAGE LEGAL DESCRIPTION PARCEL 1: THAT PORTION OF SECTION 7. TOWNSHIP 12 SOUTH, RANGE 14 EAST. GLA AND SALT RIVER BASE AND MERIDIAN. PIMA COUNTY, ARIZONA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 12 TOWNSHIP 12 SOUTH, RANGE 13 EAST, GLA AND SALT RIVER BABE AND MERIDIAN, PIMA COUNTY. ARIZONA; THENCE NORTH 00 DEGREES 18 MINUTES 33 SECONDS WEST, ALONG THE LSE COMMON TO MD SECTIONS 7 AND 12, A DISTANCE OF SUM FEET TO THE NORTH RIGHT-OF-WAY LSE OF PUNCH VIEW LANE; THENCE NORTH N DEGREES 40 MINUTES 51 SECONDS EAST, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 2L74 FEET TO A POINT OF CURVATURE OF ATANGENT CURVE CONCAVE TO THE SOUTH, THENCE EASTERLY ALONG SAD RKI T-OF4WAY LINE AND THE ARC OF SAD CURVE, TO THE RIGHT, HAVING A RADIUS OF THAN FEET AND A CENTRAL ANGLE 39 DEGREES 42 MINUTES 04 SECONDS FOR AN ARC DISTANCE OF 400JM FEET TO A POINT OF REVERSE CURVATURE OF A TANGENT CURVE CONCAVE TO THE THENCE EASTERLY ALONG SAID RIG T-OF4WAY LINE AND THE ARC OF SAD CURVE, TO THE LEFT, HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF N DEGREES 25 MINUTES 17 SECONDS FOR AN ARC DISTANCE OF 75.12 FEET TO A POINT OF TANGENCY ON THE NORTHEASTERLY RK3141`47F-WAY LIME OF ORACLE ROAD, RECORDED N DOCKET 479 AT PAGE 114; THENCE NORTH 41 DEGREES 26 MINUTES 38 SECONDS EAST. ALONG SAID RIGHT-OFJWAY LINE, A DISTANCE OF 122IA5 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 41 DEGREES 28 MINUTES 38 SECONDS EAST, ALONG SAD ROHT-OF4WAY LIME, A DISTANCE OF 157.70 FEET TO A POINT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST', THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE, THE ARC OF SAD CURVE, TO THE RIGHT, HAVING A RADIUS OF 16ATOM FEET AND A CENTRAL ANGLE OF N DEGREES 22 MINUTES N SECONDS FOR AN ARC DISTANCE OF 109.91 FEET TO A NON -TANGENT LINE; THENCE NORTH 48 DEGREES IO MINUTES 28 SECONDS WEST, A DISTANCE OF 2N.N FEET; THENCE MOUTH 41 DEGREES 26 MINUTES 3S SECONDS WEST, A DISTANCE OF MN FEET TO A PONT OF CURVATURE OF A TANGENT CURVE CONCAVE TO THE NORTHWEST. THENCE SOUTHWESTERLY ALONG THE ARC OF SAD CURVE„ TO THE RAM, HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 26 DEGREES N MINUTES N SECONDS FOR AN ARC DISTANCE OF 4L53 FEET TO A POST OF REVERSE CURVATURE OF ATANGENT CURVE CONCAVE TO THE SOUTEAST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAD CURVE, M THE LEFT, W HAV G A RADIUS OF 100A0 FEET AND A CENTRAL ANGLE OF m tErooaw 05 MINUTESN SECONDS FORAM ANC DISTANCE OF 4LS3 FEET TO A PONT OF TANGENCY; THENCE SOUTH 41 DEGREES 26 MINUTES 38 SECONDS WEST. A DISTANCE OF 10L04 FEET; THENCE SOUTH 48 DEGREES 33 MINUTES 22 SECONDS EAST, A DISTANCE OF 22LOO FEET TO THE POINT OF BEGINNING, PARCEL 2: EASEMENTS FOR DIGRESS AND EGRESS, PARKING AND UTILIZES AS MET FORTH N DOCKET 9400 AT PAGE 1110 AND AS AMENDED N DOCKET 10090 AT PAGE 50, DOCKET 115" AT PAGE 1756 AND MEOUENCE NO, 201S3210365; AND N DOCKET 11964 AT PAGE 3067 AND AS AMENDED N DOCKET 12408 AT PAGE SON. NPR JELT 17-248 A.L.T.A./N.S.P.S. TABLE A ITEMS: 1. SET MONUMENTS AT PROPERTY CORNERS AS INDICATED 2. ADDRESSES FOR ALL PARCELS ARE SHOWN. THE SUBJECT PROPERTY ADDRESS IS 10615 N.ORACLE ROAD. L THE FLOOD ZONE FOR THIS PROPERTY IS ZONE X. PER FEMA FLOOD MAP No. 04019CID86L, MAP REVISED DATE JUNE 18, 2011 4. GROSS LAID AREA., 67.970 SO. FT,! OR IM ACRES a 5. CONTOURS AND SPOT ELEVATIONS ARE SHOWN. CONTOUR INTERVAL IS /D FOOT. 6(b}ZONING REPORT OR LETTER WAS NOT PROVIDED TO THE SURVEYOR BY THE CLIENT. 7(m). BUILDING DIMENSIONS ARE SHOWN. 7(b.1) THE SQUARE FOOTAGE OF THE BUILDING IS 3.784 SQUARE FEET. . 7(c) THE BUILDING HEIGHT IS 24.0 FEET. S. SUBSTANTIAL FEATURES ARE SHOWN. 9. PARKING STRIPES ARE SHOWN ON MAP. THERE ARE 45 TOTAL PARKING SPACES, 43 REGULAR 2 HANDICAP. 11. OBSERVABLE, ABOVE GROUND UTILITIES ARE SHOWN. I& NAMES OF ADJOINING OWNERS ARE SHOWN. 14. THE DISTANCE FROM THE PHYSICAL ACCESS POINT OF THE SUBJECT PROPERTY TO THE INTERSECTION OF ORACLE ROAD AND 1ST AVENUE IS 345 FEET TO THE NORTHEAST. 16. THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK 17. THERE ARE NO KNOWN CHANGES TO THE RIGHT OF WAYUNES. (RI) BOOK 51 OF IMPS OF PLATS, PAGE 76 (R2) CONDITION OF TITLE REPORT ISSUED BY TITLE SECURITY AGENCY, LLC, Nm 800152874101-013, EFFECTIVE DATE JUNE 16, 2017 M. ) DOCKET 11554. PAGE 1756 BOOK 770E DEEDS, PAGE 637 DOCKET 479. PAGE 114 DOCKET 2112, PAGE 234 DOCKET 048Q PAGE 1110 DOCKET NW. PAGE 1227 DOCKET 9M. PAGE 1233 DOCKET 9SIZ PAGE 738 DOCKET 10080, PAGE SOB DOCKET 10257. PAGE 2118 DOCKET 10880, PAGE 39DO DOCKET 10683, PAGE 702 DOCKET 10708, PAGE 1001 DOCKET 10980, PAGE 459 DOCKET 1142Z PAGE 1745 DOCKET 11477, PAGE 2803 DOCKET 11964. PAGE 3067 DOCKET 12447. PAGE 1212 DOCKET 1249% PAGE 6941 DOCKET 13160, PAGE 1087 DOCKET 13260, PAGE 2910 SEC. No. 2012-20D0636 SEQ. No. 2015-3210365 PIMA COUNTY RECORDS PIMA COUNTY, ARIZONA BASIS OF BEARINGS: BEARINGS ARE BASED ON G.P.S. NORTH. BASIS OF ELEVATIONS: ELEVATIONS ARE BASED CN PIMA COUNTY D.O.T. 7 CITY OF TUCSON D.O.T. OPUS CONTROL PONT-12S13E_JW THE ELEVATION SAID POINT IS 2552.474. NAVDBL A PORTION OF SECTION 7, T-12-S, R-14-E OF THE G.&S.R.B.&M. PIMA COUNTY, ARIZONA PROJECT LOCATION SURVEY LOCATION MAP WILLS 0 = 1 MIL[ CERTIFICATION: TO: TITLE SECURITY AGENCY; LEONARD S. TEISER; DOMINIC SCALETTA, AN UNMARRIED LAN AND GLORIA SCALETTA, AN UNMARRIED WOMAN, AS TENANTS N COMMON; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE N ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTANSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(b). 7(e), 7(b.1), 7(c). A. % 11. 13,14, 16, AND 17 OF TABLEATHEREOF. THE FIELD WORK WAS COMPLETED ON AUGUST 14, 2017. DATE OF PLAT OR MAP. AUGUST 15. 2017 0 E �f ICA7! 4P �.41603'� m _ JINN DAVI6 JOHN DAVD REYES R.LS.041603 EXPIRES: 12J1-2019 RECORDING DATA: RECORDING DATA SEOUEI4CE: FEE; - STATE OF ARIZONA COUNTY OF PIMA I HEREBY CERTIFY THAT THE INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF: DATE TIME WITNESS MY FANG AND OFFICIAL SEAL DAY AND YEAR ABOVE WRITTEN. F. ANN RODRIGUEZ. COUNTY RECORDER BY: DEPUTY N.S.P.S. IEY x J bp.:, ✓ � 8 �suvrv�w x a r LEGEND: :: \e �• 10855 N. ORACLE ROAD .,n% ✓ VOLK ROBERT DAVIES O SET 12'IRON REBAR / �� r \ v % a�'� oos LIVING TR. WIPusnc CAP - RLS 41603 .�\ ✓ VA n bry /// \2d`•i,/ / / / 0 /// ;l/ �,T OOr O SET MAD NAIL c1 ryy g63 ✓ . r+L\00r' 9 WTTAG-RLS416M < \ 36 INGRESS GRESS EASEMENT O FOUND MONUMENT 0 10 20 40 60 \\ .� PER DKT. 11477, PG. 2803 AS NOTED C B ITEM No. 14 MEASURED DATA SCALE 1 ° = 2W (Rlt) RECORD PER /; REFERENCE TABLE ADJACENT PROPERTY LINE EASEMENT LINE 10585N.ORACLE ROAD '' \ \\ r�jr4iJ a9 ,✓'i�r ri� y / i •• % ''�� / ;; \ — E ELECTRIC SLUESTN(E 1082SN.ORACLEROAD CREW K1T11 DISK .j Z S 10645 N. ORACLE ROAD NO 1 Dom✓ / C — NATURAL GAS BLUESTAIO: ROONEYRANCH LLC l x ;/ / \\ �.r25'*• jMPS rWA R EAS OHU— OVERHEAD UTILITY ! ; ", hV ,. yf ♦ 1 . / PER'OKY. t068.PC. q '/ 1T.'®y110 12 g 2 •'!;Aryl — .. — .. — PARKING STRIPE > MAN No. 7:. //, 4 ' t`.t• ; ;• \ ry ,ZZ6-09-0 6 , / ` ' l•.� v ✓ ' — J PROPERTY LINE 615 & ORAC ROAD,' v - l'.t�` ..:: �: II ;:, ::04 .'. .. .•. 63.4 / .�:�\� CURB !S ON 63;, s6.¢' ::... w / ..\ �q j'; - 56i� PROPERTY LINE. a - / - ;` 57,970 SOFT, f -1.J3 ACRESPHYSICAL ACCESS S — SEWER BLUESTAKE �. 0 ' is 2563 r..; , ' f ':'..;,� /. .II / A%._TOE ra,-Z�2DRACYE ROAD OF SLOPE p l • I i� /� r �`�� : "/ �\ s ! /i / /.!<' \ :;� X . % yb'� j / i / \ — — — TOP OF SLOPE / /r M1y 5 816, 1 2S6 .. w 2563 / w62� i I �. ' /,l ; r wx2S63 1� 2S __ w 2565 GS S67 ,� , '* t . v —WATER BLUESTAKE / i 92 O ! ✓ �y iCATCH BASIN :�, r ly ; \\\ . RIM , 2561.05 �. 3 BL7 i ANC CTURE \�\ ..:PIPE !INVERT,.='2557.37- (;Zyb 6 BL I `\ C .�:i,.;,; •• A _ .\� y/l/r / i .I� /.. • \ / / 19 AIR RELEASE VALVE >P1PE DIRECTION UNKNO \ (� I I !,k 32U BL 63p6 b • 6 9\\ / r ® BACK FLOW PREVENTOR 4 �� A V 1—STORY BUILDING I \ A ♦ / v v /i • BOLLARD I POST 3A •. J. 789 SO.FT.f I j �56 , UILDINC HEIGHT = 24.0'2563 / ® DRAIN ® ELECTRIC METER / \ r, I. _ ry i/ 6 3 %%' 0 ST '�• g6606 / / ', B ELECTRIC TRANSFORMER BLOCK WALL S111, 5 O FIRE HYDRANT \ �i9. 3 , I 1 �j ,, 4 \ /�/ ✓ \ \ \ / //'/ .. \� a GAS LINE MARKER 220-09-0210 w © GAS METER BRASS CAPPED 1W05 N. ORACLE ROAD ls`'3\ .-� \\�\ 9 L3 / \ ' /% OfJ SURVEY MONUMENT IVERSON FAMILY L2 a \4 ® GAS VALVE R.LS. J9614 INVESTMENTS, LLC W.1/4 COR. SEC. 7 J ^L a GREASE TRAP MANHOLE OVERHEAD STRUCTURE, ATTACHES TO BUILDIN TO THE SOUTHWEST �• �\ry66�� L® p HANDICAP PARKING �t256 I PROPERTY LINE CURB IS p LIGHT POLE ry ,, / �� I BUILDING DIMENSIONS 6 MAIL BOX WA 10' ELECTRIC EASEME 56 p Sy6`? "'\° ry0l'` LINE BL7 BEARING 54125'14'W DISTANCE 37 75' `ly POWER POLE PER DKT. 10708 PG 1091, No SCH. B ITEM No.iJ;�j \ r ✓ / : //�//�` \ \\.� BL2 BLJ N487414' N4125'14 E 4.50' 024 0 SEWER CLEANOUT ry / \\\\ J r � � . -Y:✓j ti 1�i / \ BL4 N48'3446' 92.11' m o 4i" ^ N89'48'29'E 28.74'(M) ✓ 'Jr \ ' 565 gb / - � BL5 BL6 N412594"E S48 34 46 E 47.67' 35.37 ® SEWER MANHOLE 4 U _fNB9'49'51-E 28.74'(Rl)(R2) . / �k\ BL7 N4125'14'E 2.90' II SIGN f _ \ •2J /j x / �i \ \\ BLS S483446'E 4.10' A, 1 2- IRON REBA / r / \\ � �'..,: r '�g6522 `lrK' / rr m TELEPHONE PEDESTAL m4 cO1ii \ WITH NO TAG b2/O POINT OF BEGINNING �\ ._-r BL10 548 J4'46E 57015' e u Pam: PARCEL 1 L J / ✓ k / _ - r% ® UNKNOWN UTILITY \� SEWER MANHOLE DATA: \ ` �� zy A \ ryryrykyl ♦ry',Vry'`' /�,r /: / \ \ ''",` MANHOLE No.1 RIM EL. INV. N.E. EL INV. S.W. EL ® WATER METER A6q zx� 1 2 2563.52 1 2564.17 1 2552.78 1 2554.23 2552.93 2554.04 ® WATERVALVE J 2565.14 2555.22 2554.86 ASPHALT PAVEMENT rz CURVE DATA: BUILDING AREA x %/ l r'\` '\� ' / CURVE RADIUS ARC LENGTH DELTA ANGLE SOURCE BRASS CAPPED /\� r r \ \� i C7 739.49 490.89' J8Y)2 04 M^R1 CONCRETE �j SURVEY MONUMENT \ r "K r �. K j/ C2 50.00 75.42 8625't7 M Ri R2 _ W. S.COR. SEC. 7 C2 xn - /r ahoy r.-, •'r CJ 16,470.22' 109.8T 02256' ^R2 1M ALTA LAND SURVEY, INC. SURVEYING, WRSIRUCTION STATING 3 DRAFTING 5930 E. PIMA STREET, SUITE 130 TUCSON, ARIZONA 85712 (520) 398-6651 A PORTION OF SECTION 7, T-12—S, R-14—E FEE# BOOK SURVEY, PAGE OF THE G.&S.R.B.&M. PIMA COUNTY, ARIZONA PROJECT 17-2.48 Surve B : JDR �Dote: PdNl4l2 T�. w f 13 i w + ; 3 N 16 - F - n „ `, ... :� 1 � .:emu•' � � i J� li "�. _ i ...._..t' K .... -. _., i C�r� tB ��6�y �19��P,�4. ..�1..___..._-'� ') / +. •y is k fviy : �Z5� r IIYP. J I I I i 711TYP. S 1 '\4 l i t 1 a _ &� i _ se1 v; 14 12 �• ( _ �` � 12 19 �• � .n / 1 i 1. I t -;�i REMAINEXISTING S 11 ............_ L ,` .i • 11 t I ...............t r x 1 5 , PA i SEAL: s Know. whars below. Call before you dig. 0 TO 20 40 y SCALE: 1" = 20.00' `doy keyed notes OEXISTING CURB TO BE REMOVED. SAWCUT AT TERMINATION POINTS TO CONNECT TO PROPOSED CURBING. SEE SITE IMPROVEMENT PLAN FOR NEW CURB LOCATIONS. OEXISTING PAVEMENT MARKING TO BE REMOVED IN ACCORDANCE WITH ADOT SPECIFICATIONS. OEX STING WHEEL STOP TO BE SALVAGED AND RELOCATED. FOR PROPOSED LOCATION, SEE SHEET= O EXISTING SIGN, SUPPORT, AND FOUNDATION TO BE REMOVED. O EXISTING LANDSCAPING TO BE REMOVED TO PROPOSED SUBGRADE. O EXISTING GAS LINE MARKER TO BE REMOVED. (D EXISTING MAILBOX. REMOVE AND REINSTALL MAILBOX AND SUPPORT. REMOVE EXISTING FOUNDATION. FOR PROPOSED LOCATION, SEE SHEETr-W EXISTING MENU BOARD AND FOUNDATION TO BE REMOVED IN ITS ENTIRETY. O OEXISTING SPEAKER, DIGITAL ORDER SCREEN, AND FOUNDATION TO BE REMOVED IN ITS ENTIRETY. 10 CONSTRUCTION FENCING ALONG LIMITS OF DEMOLITION. CONTRACTOR SHALL PLACE AND PHASE AS NECESSARY. ACCESS POINTS AND LIFE -SAFETY EGRESS SHALL COMPLY WITH OSHA REQUIREMENTS. 11 EXISTING ASPHALT PAVEMENT TO REMAIN. 12 EXISTING CONCRETE TO REMAN. 13 EXISTING PAVERS TO REMAIN, 14 EXISTING SITE UGHT AND POLE TO REMAIN. IS EXISTING SCREEN WALL TO REMAIN. 16 EXISTINU GAS METER AND BOLLARDS TO REMAIN. 17 EXISTING WHEEL STOP TO REMAIN. �S EXISTING BICYCLE RACK TO REMAIN. 18 EXISTING ASPHALT PAVING TO BE REMOVED, FULL DEPTH OR TO PROPOSED SUBGRADE, WHICHEVER IS DEEPER. SAWCUT AT REMOVAL LIMITS. EXISTING LANDSCAPE TO BE REMOVED TO PROPOSED SUBGRADE: EXISTING ASPHALT PAVING TO BE REMOVED FULL DEPTH OR TO PROPOSED SUBGRADE, WHICHEVER 0 DEEPER: DEMOLITION LIMITS / LIMITS OF DISTURBANCE: LIMITS OF REMOVAL EXISTING UTILITY: CONSTRUCTION FENCE LIMITS (APPROXIMATE): I DATE: 02123/2018 FINAL SITE PLAN SCALE:1"=20' STARBUCKS CONTOUR A PORTION OF SECTION 7, T-12S, R-14—E OF INTERVAL: V THE G.BS.R.B.BM., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA ,0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. STARBUCKS TEMPLATE VERSION 12014.1020 ENGINEER OF RECORD vw V) O1� �L0 J � Q q } } 1 J w [L W oOJ Z O U 2 �¢ � W wLo> z o� 'o sm O a0 a.-O U a STORE M 15284-038 PROJECT M W38 CASEWORK CONCEPT: ISSUE DATE: 02.23.2018 DESIGN MANAGER: LEED®AP. WD PARTNERS PRODUCTION DESIGNER: D. HECKLER CHECKED BY: A. SCHALL SHEET TITLE: SITE DEMOLITION PLAN SCALE: AS SHOWN SHEET NUMBER: C-1000 OV1702829 3 OF 7 p1�0 �0vp V e fi'�G�GO• c?'° r. �O06�a��•l �� 0"k' e 40 P ( Q� .._.._....._.._..__......_...... .... .............. ..... ... .bV__........................__...._. ,._._..... ..... ::..: 8 __.._._ ......... -�" v-...... r � 01�PG�� P WA�ENr' x , = r Y r i I i • r ? ; lit TYR D 17 n 13 t�r 13 8.00 5.00 11.00 9.00 9.00 9 00 8 a o TYP O O 12 5 25 � 9f f6.W14 .) !�O.b e EXISTING 18 17 }'I BUILDING IIaC3198B'CD 1 777-77 i of �0^_n3G�P�`yJ.cX� 17.00 Y• F:. t8 I: 1• u............ 0 10 20 40 SCALE: 1" = 20.00' keyed notes O CONCRETE SIDEWALK. O CROSSWALK PAVEMENT MARKING. ALKYD -READY MIX PER ADOT SPECIFICATIONS, O FORMED CONCRETE CURB. O CURB RAMP, TYPE A O CURB RAMP, TYPE B. OACCESSIBLE ROUTE FROM BUILDING TO PUBUC RIGHT-OF-WAY. CROSS SLOPE IS NOT TO EXCEED 2.00%. Oj EXISTING SIDEWALK O ALKYD -READY MIX PAVEMENT STRIPING PER ADOT SPECIFICATIONS. O RELOCATED WHEEL STOP (4 TYPICAL). 10 12- WIDE STOP BAR, ALKYD READY -MIX PAVEMENT MARKING IN ACCORDANCE WITH ADOT SPECIFICATIONS. 11 4' HIGH STENCILED ALKYD READY-MOL PAVEMENT MARKING IN ACCORDANCE WITH ADOT SPECIFICATIONS. 12 ACCESSIBLE PARKING STALLS AND ACCESS AISLE SHALL COMPLY WITH ADA AND LOCAL REGULATIONS. 13 SYMBOL OF ACCESSIBILITY. 14 ACCESSIBLE PARKING SIGN AND SUPPORT. 15 RELOCATED MAILBOX AND SUPPORT. PROVIDE FOUNDATION TO MATCH EXISTING MAILBOX SUPPORT FOUNDATION. 16 EXISTING BICYCLE RACK. 1 T DRIVE-THRU LANE PAVEMENT MARKING, SIGNAGE, AND EQUIPMENT. SEE ARCHITECTURAL SHEETS. 18 MAINTAIN EXISTING IRRIGATION SYSTEM. RECONNECT OR REPLACE ALL HEADERS, PIPE. FITTINGS, VALVES, AND APPURTENANCES EXPOSED BY GRADING OPERATIONS, 1g PROPOSED BICYCLE RACK. SEE SHEETL-iSS% O ASPHALT PAVING, 21 ASPHALT TRANSITION. P2 EXISTING SCREEN WALL 23 SAWCUT IN LOOP T,MER AT DRIVE-THRU WNDOW. SEE ARCHITECTURAL SHEETS. P4 CONCRETE SIDEWALK COLOR SHALL SHALL MATCH THE EXISTING SIDEWALK LOCATED ALONG ORACLE ROAD DIRECTLY TO THE NORTH. p6 CROSSWALK TEXTURED CONCRETE PAVEMENT. SEE DETAIL SHEETr= O INTERSECTION SIGHT TRIANGLE. 27 EXISTING GREASE INTERCEPTOR. ASPHALT PAVEMENT, SEE DETAIL SHEETZ=iSSS NATURAL GRAY CONCRETE TEXTURED CONCRETE PAVEMENT, SEE DETAIL SHEETr= LANDSCAPE, REFER TO LANDSCAPE PLAN. SEE SHEETT== ADA ACCESSIBLE ROUTE: ��^^g} ((qq pyg y� �y g�q 11 Ll 13 l 0 13 (SEE KEYED NOTE Y6) IY W LIMITS OF DISTUPBANCE: _ _ _ _ _ _ _ _ _ _ _ 15. Know. what': below. Call before you dig. SEAL: DATE: 02/232018 FINAL SITE PLAN SCALE:1"=20' STARBUCKS CONTOUR A PORTION OF SECTION 7, T-12S, R-14-E OF INTERVAL: WA THE G.&S.R.B.&M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. STARBUCKS TEMPLATE VERSION Q014.%20 ENGINEER OF RECORD vw U) 0Ir U') ao LU > Q Ca J w LU cl Z O= Z a z Q z� WU S111 �> 2- 80� a (Ow 0 (L a - 0 0 (L STORE M 15284-038 PROJECT* 6638 CASEWORK CONCEPT: ISSUE DATE: 02.23.2018 DESIGN MANAGER: LEED®AP: WD PARTNERS PRODUCTION DESIGNER: D. HECKLER CHECKED BY: A. SCHALL SHEET TITLE: SITE IMPROVEMENT SCALE: AS SHOWN PLAN SHEET NUMBER: C-1001 OV1702829 4 OF 7 I SEAL 0 10 20 40 SCALE: 1" = 20.00'y keyed notes OPROPOSED TOP OF CURB RAMP TO MEET AND MATCH GRADES OF EXISTING SIDEWALK SUCH THAT CURB RAMP RUNNING SLOPE DOES NOT EXCEED 1:12 AND CURB RAMP CROSS SLOPE NOT TO EXCEED 1:48. PRIOR TO CONSTRUCTION, NOTIFY THE ENGINEER OF ANY DISCREPANCY. O5'-U MINIMUM WIDTH ACCESSIBLE ROUTE FROM BUILDING TO PUBLIC RIGHT-OF-WAY. CROSS SLOPE IS NOT TO EXCEED 1:48. gradang legend EXISTING SPOT ELEVATION: EXISTING CONTOUR:�- PROPOSED RUNOFF FLOW: 2.1 % PROPOSED SPOT ELEVATION: X-IEB PROPOSED SPOT ELEVATION: TDP OF ELEV. CNANGE (AT CURB) )( 650o PAYEMENTFLOYAWE MEET EXISTING GRADE SMOOTHLY: ME ADA ACCESSIBLE ROUTE: (SEE KEYEDNOTE x2) cc 00 €1 ! IMITS OF DISTURBANCE: — — — — — — — — — — — — — — SILT FENCE — SF — SEE DETAIL SHEET= scone of erosion control THE CONTRACTOR SHALL CONTROL SOIL EROSION RESULTING FROM THE PROPOSED IMPROVEMENTS. THE USE OF SILT FENONG, JUTE MATTING, SILT CHECKS, INLET PROTECTION AROUND ALL CATCH BASINS, STABIUZED CONSTRUCTION ENTRANCE(S), ETC. MAY BE REQUIRED, REFERTOPLAN. SEDIMENT CONTROL STRUCTURES/DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE ADOT EROSION AND POLLUTION CONTROL MANUAL SEDIMENT CONTROL DEVICES MUST BE INSTALLED PRIOR TO BEGINNING ANY CONSTRUCTION ACTMTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUED INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL DEVICES. THE CONTRACTOR SWILL FOLLOW THE REQUIREMENTS SET FORTH ON THE APPROVED STORMWATER POLLUTION PREVENTION PLAN IF APPLICABLE, OR AS DETAILED ON THE CONSTRUCTION PLANS, AS SPECIFIED BY THE TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. IT IS THE CONTRACTORS RESPONSIEUTY TO UPDATE BMP CONTROLS AS SITE CONDITIONS WARRANT. MORE CONTROLS MAY BE REQUIRED PER SITE CONDITIONS. THE CONTRACTOR SHALL INCLUDE THESE COSTS IN THE BASE BID. ANY AREA WHERE EROSION IS OBSERVED MUST BE ADDRESSED BY THE CONTRACTOR, WHET HER SHOWN ON THE PLANS OR NOT. IN HF CASE THAT DOWNSTREAM EROSION IS OBSERVED, THE CONTRACTOR MUST CONTACT THE ENGINEER OF RECORD FOR RECOMMENDATIONS, PERMANENT EROSION CONTROL AND SOIL STABIUZARON IS THE RESPONSIBIUTY OF THE CONTRACTOR. THE INTENT OF THIS PLAN IS TO PROVIDE GUIDANCE FOR PLACEMENT OF BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CLEANING AND DISPOSAL OF ANY DEBRIS TAKEN OFF SITE. CONTRACTOR IS RESPONSIBLE FOR ALL FINES AND FEES FOR IMPROPER PLACEMENT OR MAINTENANCE OF CONTROLS. JU. Know whars below. Call before you dig. DATE: 02/23/2018 1 FINAL SITE PLAN SCALE: V=20' STARBUCKS CONTOUR A PORTION OF SECTION 7, T-12-S, R-14-E OF INTERVAL: V THE G.&S.R.B.&M., TOWN OF ORO VALLEY, PIMA COUNTY. ARIZONA IQm,ln I STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 ED IN ANY MANNER ON OTHER ATENSIONS TO THIS PROJECT PRIOR WRITTEN CONSENT OF STARSUCKS TEMPLATE VERSION i2C141010 ENGINEER OF RECORD YW DUBLIN. OH 43017 r � L0 --i a Wow �J oOJ �Z U a ZQ O U U U 117 Z 0 02 0-0 D. -O U d STORE M 15284-038 PROJECTM 6638 CASEWORK CONCEPT: ISSUE DATE: 02.23.2018 DESIGN MANAGER: LEED®AP. WD PARTNERS PRODUCTION DESIGNER: D. HECKLER CHECKED BY: A. SCHALL SHEET TITLE: SITE GRADING AND DRAINAGE PLAN SCALE: AS SHOWN SHEET NUMBER: C-1002 OV1702829 5 OF 7 X6 - W2.9 X W2 9 W.W.F. ASPHALT PAVING HEAVY DUTY PAVING A- IX,'ASPHALT CONCRETE (ADOT 407) B = TACK COAT (0.08 GALJS.Y.) -, - A- @ PORTLAND CEMENT CONCRETE A .. r . ��'�� ' r - • " ' PAVING (ADOT 401) C = Z ASPHALT CONCRETE (ADOT 406) ^ •7 �" AGGREGATE BASE • 7 �^ 0 to . t ... -.. ..to .. B- 4' AGGREGATE BASE COURSE B D = 7.OF AGGREGATE BASE (ADOT 303. (ADOT 303, CLASS 2) ..�7':.:':..:'/: ,.7'r ,.7 : ,.T':.:. •. CLASS 2 ) COMPACTED SUBGRADE NOTES A SUBGRADE COMPACTION: COMPACT TO MINIMUM 98% RELATIVE COMPACTION S. RASE COURSE TO CONFORM TO ADOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION FOR BASE COURSE COMPACTED TO 98% OF THE MODIFIED PROCTOR (ASTM DA 557) MAXIMUM DRY DENSITY C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM REQUIREMENTS OF THE CURRENT ADOT STANDARD SPECIFICATIONS FOR BRIDGE AND ROAD CONSTRUCTION(2008).' D. NO GEOTECHNICAL INVESTIGATION HAS BEEN CONDUCTED FOR THIS PROJECT. THE ABOVE PAVEMENT SECTION G BASED ON A PROJECT OF SIMILAR SIZE 6 TYPE CONCRETE PAVING SECTION SCALE: NONE o'v unumu MM. 7:1L nUN • rs'-1r 4• CONCRETE SLAB WITH 6Xfi - ( 1.d L CURB RETURN W1 AXVJI.4 WW.F. BROOM FINI BEYOND CONCRETE. PLACE}' EXPANSI( JOINT AT TOP OF RAMP �v„� �.•'°. 4' COMPACTED GRAVEL (NO VAPOR BARRIER) �4 • ��. •• �e •• �r • �`r ••r!e • �r t� VERTICAL FACE OF Cl&i8 SECTION COMPACTED SUBGRADE. p , • •.• • •.• A•GGR-EGATE BASE .' • •., • •. RETURN TO BE PAINTED ^ J [• 1 T^ J SAFETY YELLOW, ICI NIXJSKID . ...i.•i'r i'.. :':.i-: ,i :,.i :.. AS 500 PAINT SPECIFICATION. • x�.v. �y V �[� \ r / 5'-0"LANDING MAX. 1:12 RUN • 8'-0- COMPACTEDSUBGPADE MINIMUM WIDTH NOTES A SUBGRADE COMPACTION: COMPACT TO MINIMUM 98% MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY. B. BASE COURSE TO CONFORM TO ADOT STANDARDS FOR BASE COURSE COMPACTED TO 98%OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM REQUIREMENTS OF THE CURRENT ADOT STANDARD SPECIFICATIONS FOR BRIDGE AND ROAD CONSTRUCTION ROOB)- D. NO GEOTECHNICAL INVESTIGATION HAS BEEN CONDUCTED FOR THIS PROJECT. THE ABOVE PAVEMENT SECTION S BASED ON A PROJECT OF SIMILAR SIZE AND TYPE. r&-uff;mA c1tv/I,[e3 ASPHALT SEALER ORIGINAL EDGE OF EXISTING PAVING EXISTING BITUMINOUS (SHOWN DASHED) PAVING SAW -CUT EXISTING PAVING. APPLY ASPHALT CEMENT (A020) TO EXPOSED SURFACES PRIOR TO PLACEMENT j L+ .. t j H j t� j i� .. t •. 7J j c� j S� M f• pROPCSED ASPHALT OF NEW PAVING. ..i ,7:,.T,.7 ,.i. .. : ' ,�i' PAVEMENT SECTION t+ \ J H p sq+ p a+ ' \ 7+,} c [+ \ SEE DETAIL THIS SHEET. EXISTING / / AGGREGATE BASE / \ AGGREGATE BASE. COMPACTED SUBGRADE % / \ \ SEE DETAIL THIS SHEET. OR STRUCTURAL FILL \ ` EXISTING BITUMINOUS PAVING 20' REMOVE EXISTING TOP COURSE NOTES A BASE COURSE TO CONFORM TO ADOT STANDARDS FOR BASE COURSE COMPACTED TO 98% OF THE MODIFIED PROCTOR (ASTM 0-1557) MAXIMUM DRY DENSITY B. ALLSUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM REQUIREMENTS OF THE CURRENT ADOT ROADWAY DESIGN CRITERIA ASPHALT TRANSITION Z4r MIN HEIGHT OF FABRIC ABOVE GRADE FASTENED TO POST AND WIRE TYPICAL OF EACH METHOD 8' MIN DEPTH OF FABRIC BELOW GRADE WHEN SUGNG METHOD IS USED. 48-MIN. FENCE POSTS, DRIVEN MINIMUM 24- INTO GROUND. INSTALL POST BEFORE COMPACTING BACKFILL IF TRENCHING METHOD IS USED. POST INSTALLED AFTER COMPACTION WHEN SUCING METHOD ,S',SED. TRENCHING METHOD: FABRIC MATERIAL TO BE PLACED IN @x@ TRENCH WITH'L• SHAPED DOGLEG BEFORE B1CKA WING AND COMPACTING THE SOIL -- RETURN CURB TO BE NOTES DIAGRAM FLUSH WITH TOP OF WALK A CURB RAMP SHOWN WITH RETURNED CURB AT SIDES SHALL HAVE NONWALKING SURFACE ON EITHER SIDE. ALTERNATE DESIGN INCLUDES FLARED SIDES NOT TO EXCEED 1:10 SLOPE. B. PER FEDERAL REGULATION 28 CFR PART 36, RAMP TO HAVE MAXIMUM RUNNING SLOPE OF 1.12 AND MAXIMUM CROSS SLOPE OF 1.501N AS -BUILT CONDITION. LANDING SHALL HAVE MAXIMUM SLOPE OF 1:501N ALL DIRECTIONS IN AS -BUILT CONDITION. SEE GRADING PLAN FOR DESIGN SLOPE AND SPOT ELEVATIONS. C. VERIFY SIZE AND STYLE (STRAIGHT, FLARED SIDES, OR BUILT UP) OF RAMP WITH SITE IMPROVEMENT PLAN. CURB RAMP - TYPE B SCALE: NONE WHITE OR YELLOW PAINT FIGURE PAINT CONTRASTING BACKGROUND. NO BACKGROUND PAINT REWIRED IF WHITE OR YELLOW FIGURE G ON BLACK ASPHALT. NOTES A SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL B. BOTTOM OF SYMBOL TO BE LOCATED 6- FROM ACCESS DRIVE, INTO PARKING SPACE. 12'X 18'X.OBO GA R7A SIGN PER MUTCD INTERNATIONAL SYMBOL OF ACCESSIBIUTY. BORDER AND LETTERING IS WHITE ON BLUE BACKGROUND STANDARD 'FINE' SIGN WHEN REOUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. R7-8b SIGN PER MUTCD AT VAN ACCESSIBLE SPACE (11' WIDE STALL ONLY) SLICING 2' SQUARE GALVANIZED SIGN POST SET IN@PIPE BOLLARD. EMBED POST 1@ MINIMUM INTO BOLLARD. METHOD PAINT BOARD YELLOW, FILLWITH GROUT------, O yl ��/u,$ JS•IXPANSILLONJOIMAROUNOPERIMETER- 39 FLOW L§.1 DEEPX 7@ DIAMETER CONCRETE FOOTING. BOTTOM BELOW LOCAL FROST DEPTH SPECIFICATIONS POSTS: STEEL EITHERT OR V TYPE OR 4• HARDWOOD �QT FENCE: WOVEN WIRE, 14 12 GA. 6-MAX. MESH OPENING I`+ FILTER CLOTH: FILTER X, MIRAFI 10OX, OR APPROVED EQUAL PREFAB UNIT: GEOFAB, ENVIROFENCE, OR APPROVED EQUAL TRENCHINC NOTES METHOD A WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS W/ WIRE TIES OR STAPLES. B. FABRIC FASTENED SECURELY TO FENCE W/ TIES SPACED AT 24' AT TOP AND MID SECTION. C. WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER THEY SHALL OVERLAP BY (6) INCHES. D. LOCATE POSTS DOWN SLOPE OF FABRIC FOR FENCE SUPPORT. E. MAINTENANCE SHALL BE PERFORMED AFTER EACH RAINFALL A14D AS NEEDED, SEDIMENT TO BE REMOVED WHEN'BULGES DEVELOP. �7111�.��►L� 'INCLUDE ON ALL ACCESSIBLE SIGN POLES A SIGN INDICATING MINIMUM FINE OF $250 FOR ILLEGAL PARKING. SEE ARIZONA STANDARD SIGN R-59D. NOTES A SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. B. (1) SIGN AT EACH ACCESSIBLE SPACE, SEE SITE IMPROVEMENT PLAN FOR LOCATION. SEAL: SEE SITE PLAN FOR WALK WIDTH 1- EASED EDGE CROSS SLOPE, 2% MAX. BROOM FINISH 4' CONCRETE WALK WITH 6X6-W1.4 X W1A W.W.F. a •• a •• .e •• .e •• 4 •• e COMPACTED \ SUBGRADE 4' COMPACTED Gi AVEL / (NO VAPOR BARRIER) 11011W A. %* SAWCUT OR Y - TOOLED CONTROL JOINTS AT 6-T O.C. B. PLACE PRE -FORMED A- EXPANSION JOINT 300.C. ALONG ENTIRE LENGTH, C. N PRE -FORMED EXPANSION JOINT SHALL BE INSTALLED AT ALL INTERSECTION'S OF BUILDING, WALKS, AND ANY OTHER FIXED STRUCTURE. D. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. SCALE: NONE NOTES A. PROVIDE #6 x 18- LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS B. %'ELASTOMERIC EXPANSION JOINTS AT 30MAXIMUM INTERVALS AND AT ALL RADII AND AT DRAINAGE STRUCTURES. C. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4.000 PSI GH D. UT BROOM FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS. E. PROVIDE (2) Y4 BARS, 10'-0-LONG, CENTERED OVER ALL TRENCH CROSSINGS F. PROVIDE (2) Y6 x 2G- LONG BARS TO CONNECT EXISTING AND NEW CURBS CURB SEE SITE PLAN FOR RAMP LENGTH 4- CONCRETE SLAB WITH 6X6- ADJACENT W1 4XW1,4 W W.F. BROOM FINISH CONCRETE WITH SCORES AT @ ON PA MENT CENTER. PLACE) L EXPANSION H .tr ..t a• .� JOINT AT TOP OF RAMP 4' COMPACTED GRAVEL (NO VAPOR BARRIER) SECTION COMPACTED SUBGRADE RETURN CURB TO BE FLUSH WITH I' TOP OF WALK z f MINIMUM WIDTH Lae r NOTES DIAGRAM \ A CURB RAMP SHOWN WITH RETURNED CURB AT SIDES SHAM HAVE NON -WALKING SURFACE ON EITHER SIDE. ALTERNATE DESIGN INCLUDES FLARED SIDES NOT TO EXCEED 1:10 SLOPE. B. PER 2010 ADA STANDARDS, RAMP TO RAVE MAXIMUM RUNNING SLOPE OF 1:12 AND MAXIMUM CROSS SLOPE OF 1:48 IN AS -BUILT CONDITION. SEE GRADING PLAN FOR DESIGN SLOPE AND SPOT ELEVATIONS. C. VERIFY SIZE AND STYLE (STRAIGHT, FLARED SIDES, OR BUILT UP) OF RAMP WITH SITE SCALE: NONE SCALE: NONE STARBUCKS CONTOUR A PORTION OF SECTION 7, T-12-S. R-14-E OF INTERVAL: WA THE G.BS.R.B.BM., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER CN OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION I STARBUCKS TEMPLATE VERSION I2014.10.20 1 ENGINEER OF RECORD md r w L0 00 z J Q 2J �V L}W o0J �2Q 5 O W Lo > W Z �`•1/ a ILL — (ow Q O I L O C) Q, r O 0 D- STORE M 15284-038 PROJECTM 6638 CASEWORK CONCEPT: ISSUE DATE: 02.23.2018 DESIGN MANAGER: LEED®AP. WD PARTNERS PRODUCTION DESIGNER: D. HECKLER CHECKED BY: A SCRALL SHEET TITLE: SITE DETAILS SCALE: NONE SHEET NUMBER: C-1003 OV1702829 6 OF 7 r EX-1 COMPANY: Sherwin Williams MATERIAL: Stucco Paint COLOR: SW-7542 Naturel "January 11,2018 EX-2 COMPANY: Sherwin Williams MATERIAL: Stucco Paint COLOR: SW-7675 Sealskin EX-3 N 0-70 C,T j C ANY: Local Source TERIAL: Reclaimed Wood STARBUCKS - ORACLE + FIRST EX-4 COMPANY: Sherwin Williams MATERIAL: Metal Trim Paint COLOR: SW-6991 Black Magic JAN EQUIPMENT LEGEND . .__..._ All: mLITRanlaRNfEin-7 COINER.LNUM 019MIS iPrcw . _ Q C 4oRMf RACK - FURTHERED AND INSTALLED BI C.C. QQ TANDY RACK - _ - p NOT USED ... _. _.. 1]A LOTTO MACMNE Q SITE (D P.D.S. REGISTER (D BACK COME P.O.S. NUALEO BY OWNER 'f (A TANK MONROR APPRO I!,�TGq/PZ/rD)RBJS0A __ � — O° CiWETT" f1A1Q! — — — O 6. @ CIGIRETTE PACK MERCHANDISER ' 4 .. C i 46 C.F. ICE wERCIN106ER ...._ 6' REACH-H PEPSI/CORE COOLER - By VENDOR A DJ ECT AAANi A,:- o- - 0 X 1 I_6 '® '® 48X24'UR' PRECAST CONCRETE PUAWER- PHOENIX CAST PROQICfi / II O 2-A 2D_B:C FIRE ETNMXPSHER BY G.C. UWNTREi AND LOCATIONS II 1 ® NTT 10UALUED UEMAT OCAL CODE. DFAL TRAY/MERCHANDISE DRONER LEVEL (1:50 © ® PANE BDARD NOT ARID SLOPE) 5'-0' :U14CRETE I O NOT USED IAMNC AT DOOR SLOPE PAVED SURFACE ®6' PPE BOUND - iNMLFD AND NDALIID B/ C.C.(M. 8) 1,20 FROM CONING TO •; ® BULLETIN BGVD - G.C. TO WON ABOVE PERM ADAGEN1 SE PAVNC.— B-0 ® INBRCUI MASTER STATION NSTAUED BY G.C. I@ CIGARETTE MERCHANDISING SIGN PANELS. 6 NOT USED J-T I 0 2-A 21-O:C FIRE EXFNCUEM R STEEL CARET (TIP.-OMRRRES ° AND LOCATIONS INSTALLED PER LOCAL CODE) (BEDCOZOM tFEC25} 4I GC TO MOUW BOTTUI 32' AROVL PAVNG. CMl EMlREER MUST y L VERFV ACCESSBUP. 11.IO/KEYNNE 16) H _ INIRUSON ALARM KEYPAD I I EMERGENCY BIT CAE BOX MW CENTDRURE AT x48' A.F.G I.. ® LAN OR MIER SERVICE IN CONTINUATION. 3/4' TO PUBCONNECTOR.CNECTON. SEE SITE L IN 3/4' BACKFLOW PREVETER APPROVED BY LOCAL AUTHORITIES BY C.0 K4WALL. _ 1 DEVICE A MINIMUM ON 36' 70 A MAXIMUM Of 4B' us. THE 2'-o' DEVICE SFMIL FLOOR A MMYW Of 2C OF CLEAR SPACE N FRONT 0( DEVICE FROM COVER F i0 ITILO S.C. X PROVIDE LOCKVALVES- F. aAoofT� O. - KROGER NSII FOR ENGINEER PROFOR APPR AND VALVES FABRICMITATION. TO ;_, - ... •o KRUER CONSIRUCIDN FNFANFER FOR APPROVAL PRIOR i0 FABLGMIN. •: uf[MAxr.LL a'-o• -_ - - / 0 4' FLOOR CLEAN OUT BY G.C. EOURAW x wx PAwfl wA11 Ar - - _ 0 3' FLOOR DRATN BY C.C. JAY R. SMITH 02005-B N ISSN / 0 3/4' COLD WATER LINE UNDER SLAB BY GC. 0 CRAB 8VR (TYP.) - INSTALLED BY KIOSK MANUFACTURER _ 0 GENT C TO CONNECT VUNITS FROM FLOOR DRAM AND WATER CLOSET TO saaxR SFIu _ 3' VENT THIRD ROOF BY KIDSK MANUFACTURER. (REFER TO SHEET P-1) uf1K gooF swa s "` 0 INST49ANEWS ELECTRIC WARP NEATER - INSTALLED BY NOSK PARAPn/FA•uu GVIXm ... MANUFACTURER SEE As.Oo » . -" - - - ® CONNECF ION. WASTE LINE BY G.C. TO CITY SEWER. SEE SITE PLAN FOR CONTRNUAT®WATCA CLOSET B1 C.C. AM[AICA4 STANDARD YODEL 12]7].100 e z �.. . _+ 2,�• -. (TENURE PRUDE WITHOW SEAT (LLVFA ON OPEN SIDE W s _ _ ..... WATERC. OPDFFROM SEAT (WHITE). k ROUGHED CHROME • ° - 5' 0 .. WATER SUPPLY/STOP. ®TRAP PRINTER WITH 1 2' LINE(REFER TEACH EOPNH BY C.C. P.P.P.[Ai® WNN EDrVAR0.5 DE82'A _ — M. tPt-500-W-2 (REFER TO SHEET P-1) -1) FAIRBANK CAREEN LRV J1 q ® LAVATORY - WALLED BY KIOSK WMEALTNSA. O I] DUNN EDWAROS TIM"a / s_A• S'-6' - ®NDT USED 'BOUTIQUE BEIGE' LRV 59 Imtt OLcn ' AQ FROSIPROOF HOSE BBB d LENGTH REQUIRED TO REACH INSIDE THERMAL 0 TILE TO MATCH MSTING STORE D ELOPE, ZURN 21321C-AN-WC SUPNIEO BY KIOSK MANUFACTURER \ IT Z4 t-mi' AND INSTALLED BY C.C. CANOPY MANUFACTURER - VALSPAR POLYESTER _.. `® 2'd MOP SINK, FAUCET AND ALL TRITE. RIPPLED BY MEN '#F-KNIT"BACKER LRV 52' —..___ ..._._. MANUFACTURER - INSTALLED BY C.C. .. EMERGENCY SHUT-OFF SMRN PER 201E NEC 514.11 CANOPY k KWK ROOF PLAN KK)SK EQUIPMENT PUN ® FIRE RISER PPE PAW TO MATCH AnMtENT SURFACE CUOR 3 are vir.r-u' �. �i or UDEDE ® PRNNOK BOX PER FIRE DEPT. RE RENEWS. SEE ATTACHED LRV TEST REPORT - - ` 0 PROVIDE SPACE AT FIRE WAR ROOM L+AflED TIRE RSER', N COLOR C LEPERS A MINIMUMDO OF 6' FIQI BY T REQUIR N n CANON BLACK UJISRNC CORN BOON COLOR PER FC STROKELINNTS, GWETE 0IS%AT I I IV o �" { 0 FOR WALL oflu ISO U-SIMPFD BIKE RACK. REFER R7 SITE RN! AUS GFSNG� GENERAL NOTES S"'T xn. ;xFEt RRE BUILT INA1D0 KOSK EQUIPMENT PAN. CNOPY k COLMWIOPS A CORIPA'IOR TO NOkANTE EXALT LOCAL OF CFAOLW STAB-4P R OSN NOTE PLAN k DEWS TRuivilKNMERCIANDISE B. RRE OR T I w N�.w — awnNZ FOR G1600913 TLjT::�4.4'a4" GUTTER C CONM[lON TD VTF/Y OD OFn5A)A5 WTN s R , PATIN TO RF: a:iz15-1z faUAOVEN o W A COOLANT" o's - NE K PPICR TO WALL COMBAT AND SEAL Po A„� PRIVATE IMPROVEMENT PLANS SUSTAINABIIITY i4 SAFE PERWOEFOR EOM °aee.t° ORO VALLEY DEVELOPMENT S E G QMT_N SHEf -- _ - w`x T FOV NEW FUELCELOP NB ENGINEERING _ wERCOM DISCQWEC'T tl GROUP AND t2 (F rEQ'D.) PDRTION Of RE SOUTHWEST QLNRR OF SEUTKK4 TNa NM YCo. FFV IFo iSU:,saIA,M KIOSK INTERIOR ELEVATION ], TOANSNP 12 SOUTH' RAME 14 W. CIA, .�..-A n °'• AND SALT RIVER MORI PUN COUNTY, NKZOW. on°aYEAAaaxAeslN :.,:i?"` L ; -n SPNE: ASSIGYR COMWR NBLNu, I• Px"��wP�x°P� Pa ICI-1.11 ONTE: 0.5AIR/Ifi SHEET 1 OF 3 GENERAL NOTES: KEYED NOTES: A OF INSCIat SHALL @[ RESP0NI81E PoR R4N ER. AN, 1. NW G1R.14. TYPYAL ] IOCRIDx1 PMN, IRR ro R2.00 FCP OR N1TA "" IN` "" WOH GWJPi SUPPLER Rltt DISH *V-" S r "" CENMDN NAW CA RE9 vlc COIdlTI1N L COS ED 3. vAWPED' aR WI wsr RLI•.) CANOES N SCNWF RESWNO PI GE EDL COST ro THE 7. FUR DV MN ITM DWINELOC TION 9ANQNO. BY IxOGEE iLPIEAI ALL fiLiDPI 9AR¢R HALL BE IYCR CIVf.CED ro CONIPII9aR. WUF1 OLSDFDW M- lOdiD16 4. PO i11E1 a�ENSTR- (Wa) E CV PNOaICf pt(") M OTHERS. S TRASH Cauca fOOINC- SEE CNDP,' CCSIaI ( (TIP) / LINE RE17prPq[/ of"OD S[RRtE MIEN (HIP.) , r OF tCDN3R{RHINO NPhE 8. 8' 111CR CON 9 M. 1. LKE CI{YWEA R CORN% R WL RUERETE M 10. DR4RHC0IRIR Rel SNAGE ADWONE RNATI L ro WN4EI.CIUERY ,1. A T PAND[M RErm TO CK COMINGS EON Aou Dw k aNwmx 12. C 14M C%CRRE PIA 1 1 Vo CONDOM FILED ME 9XAF 5. MW (8) LOCATIONS NDUNO NDSN. It DOS[ WITH RESIRODILWIN SEE OF D CN38NC, SNE[T R1.00. IS 1111' 20-IkC AT NRREH 0< LOUSIER 81/A. IQ 2-k 8a-@C FIRE EDVGYIBER N SIFII CRNN[T (IYP.-a1NNnERS LVAnNIS xSVNfO Rn EOGL COCA ([IeWCOM frE75). NS CC. f0 MOUNf BMiOM SY IffirF PgRN II. STNR'ED mNCREIE PRiNWLY. NOTE R� awEII R �o ARCHITECTURAL IMPROVEMENT PLAN "I" F1,EL I la M NFUIWDIL a�y,�s Imo. zo• l� r� .lour sEN,wr 3,14 a ,/z' IIIIXiR R[0 .IDHf uxANr 3/4• a ,/2' roam s lam Ruo�\� JORI1 SENNIf 3/1' 0. ,/2' gooR110— ,�(YN.) >/11a4' SYWDI DO.FIS (WN.) HER CONC. PAVHG O.Ek ME1 RSRVLT 14R CAl COAL N iPN11G PER JJ E131NG CWC. PANK. ,9• oc. V// IW7 aiCASED. PRYNG PER D PLANS BKl(NL PEk %N5 FlElJ SfIiFY 7HCIOEl) PJPPOR Wte RE CAL PLANS / I/Y CPR. YRiERN TO ALLCf (WILT tE �� 1/Y EmW9011 w1�Y1 NM CAR." ro NLaW EXPNDDN WM Cg11NIMM . RACE J IS SHOWN CN COrb1NICIDN IW7.gfNDlT PUN SWNr RITIN 4 NOINS x 4.W.Nf �. NN AN AREA I1D WRNX 12 IDCVS N COIO IV.INA RPNR THE SLIB IY6 6EQ1 iNI3ND CATCH ROHS. E1GW'CRCII THIN N/HS 11A SINDn1R6 (BAaNS. CNfP1 Ca1RNS POOR � 5OBE FEF WORE THEN 30 WHITES As PIILC 1Nd COMM JfwIS AS ADNI al f�RiRXROx Wld91EN PLW. (1CONTROL JOINT (CJ) (gEXPANSION JOINT (EJ) �s1CONSTRUCTION JOINT (SJ)&PAVING TRANSfBON DETAIL (PT) rue Wore scue Mare scut NONE rve IDre EELS SrsTEW _ M SFA1 tU I II �^ 112 INCH DENSO.ASS 2'-0 ANTCH SnDCO I SNAMNG 1'-0- 1'-0" 41TFR COf+NERS. C1UIR WRENOI 2 1/2' ISGA METH. _ CtlNNSPt)UI/ III SIU1S COWLS III IC' TUNE STEEL V PRCHIIECURN. PRECAST CgooP C0.WN, PANELS/ WANSCAT - 1/2 NCH DENSGUSS PER CNVIFY III wTCN EDSINC - W/ ) . SHEATHING OPAWNGS. WILE 71E5 (18' WN OC. VOtRCN. NID HNION74 4' NOIECWA PRFGS7 MR AWSAE MORTAR PANELS/NNNSCOI CORNERS '.LET N0 1 �N' BED- WICX EN4NG - -R1.10 0 1 I Rr TUBE SREL CNR. CWxx, AND RICHER ROD, 1/I I COLL. PER CONCRETE CURB ISLAND P YRAL FLRNNG 10 LATCH EXISTING. ALL L7ES � CHANNELS. RASHNG III CNREY WUNNGS. CINCRETE CUPS III / RUES EA SO Is NH TO WCH 1 TYPICAL PLAN DETAIL 0 CANOPY COLUMN BASE tw- ' SVSTAINABILITY )1 I �lVeT V.,?,� ExsIPD SEG ENGINEERING GROUP T. �rOWU. Plryta.a SlOrxaAAtvM W� ..A �..m. �TYPCAL SECTION DETAIL 0 CANOPY COLUMN BASE '�� I rtiil � 0 a o 1• WEST ELEVATION Y, tEELLo==�''T,, lu55x[ YFlsusx � '2 SOUTH ELEVATION w rvv �Pp.2.W�tONE 3 EAST ELEVATION 1m �istl rl+lox /;1 NORTH ELEVATION CANOPY CORNICE DETAIL F„° � ENLARGED ELEVATION � w-ns GENERAL NOTES: e KEYED NOTES: t✓ `.\ i m.no.swnou»csTa�e. r�,a KIOSK CORNICE DETAIL _ t3_ cxrn.m�.xrrc�z. COLOR/FINISH LEGEND: n WNN EDWARDS DE62W (mom rR m ❑� TAIRBANK GREW LRV 31 s axst WNNEDWARDSDE6176 ❑° ❑ Wt.ffIWE BEIGE' LRV 59 MATCHCALORSHERWNMLIAMS _ ' n�vac Wnuo O. 4661'SWM RW LRV 11 CANOPY FEATURE DETAIL Rn ® N1LLUsM5 x+nor {eµnaiq � 41 GRAPHOITE' LRV 7 �sv�ovEv rEvnv� O WNNEDWARDS61W 'TERRACOTTA SANG- LRV 49 O E] PRECASTWNCRETEWAINSOOT PTO RE. Al ID DETAILS, MATCH EXISTING u TILE TO MATCH EXISTING STORE i ry O w F a: Nk . ist ' Fg IqY! IIMiM - '�aaq t:eer ads r s; IBA Ir an �— ' ]me Ilia '� �.�;E; -•�".'""�.a° 31 —' _ r �1 1, tdtl lui -q "�� I s.a :•II� Ili{�eNl 'IPF i wa ilFli gi y 1111 J� h111 n� 1� II �� .� nn .: •r� r �1 it 7�";Vnn A2, EXTERIOR FINISHES I EX-1 COMPANY Shemin Wilkams MATERIAL StuDw Paim COLOR SW-7542 Naturel I Am " Novvjm 9, ,o 17 I I EX-2 EX-3 COMPANY Sherwn WAlams COMPANY: Local SoLree MATERIAL Stucco Pant MATERIAL. Reclaimed Wood COLOR SW-7675 Sealskin COLOR: WA A i i! ORACLE FIRST A�Ilnz- I EX-4 COMPANY Stwrw,n W&Rm5 MATERIAL Metal Tnm Paint COLOR S%V-69911 Black Magic . W, 0 I A,? EXTERIOR FINISHES EX-1 EX-2 EX-3 EX-4 COMPANY Sherwin WIlLam COMPANY SnerwnWilliams COMPANY. Local Source COMPANY. Sheronn Wik%arns MATERIAL Stucco Paint MATERIAL' Stucco Paint MATERIAL: Roclalfficd Word MATERIAL Metal Tern P&nl COLOR SW-7542 NarlurW COLOR: SW-7675 Sealskin COLOR: WA COLOR SW4MI Black Magic rARFIUCORACt F FlRST WU KWA"b- 9 2017 NO NOV 21 2017 BY........................ -r __ k ^iA _ M1 !Y Y �q � �t v _ e a 1e r'�b S �'eP a'k vyp 01/19/2010 5t. r STARBUCKS - Oracle and 1st Rooney Ranch Fry's Center Zoning: PAD Building Size: 3,798 SF 11 I T i ARCHITECTURAL SITE PLAN SHEET INDEX (1/12) AO COVERSHEET A1001 ARCH SITE PLAN 11105 FIFE PLAN A2001 EXTERIOR ELEVATIONS (MAIN ENTRY) A2002 EXTERIOR ELEVATIONS (DRIVE THRU) A2003 EXTERIOR ELEVATIONS (MAIN ENTRY REAR) A2004 EXTERIOR ELEVATIONS A2005 EXTERIOR ELEVATIONS A2006 EXTERIOR ELEVATIONS C1001 SITE IMPROVEMENT PLAN C1001 SITE GRADING DRAINAGE L1001 LANDSCAPE PLAN c� nao�w , Kpr mod. Easx�Vo( Oro valley Retail Center0 0 PetSmart Ross Dress for Less Q Burger KhV Fast-food ,h- Uil. for willed burgers Target 0 Planet Fitness 0 i he Home Depot 0 / O Dollar Tree so Taco Bell A ©Mexica !!n ed o fas; toed chain McDonald' Iconic III:t food burger 8 fries chain �a c`a Boulder Canyon 1 Panera Bread Carl's Jr. Fast food chain for Q Jumbo Wrger meals RubiOs 0 010616 North Oracle Road I.r E Pusch View Ln SITE INFO ZONING: PAD PROVIDED PARKING. 44 SPACES + 2 HC SPACES PARKING REQUIRED: (10)/1000 SF BICYCLE PARKING: (1) / 20 SPACES PROVIDED: 9 BICYCLE PARKING SPACES AREA OF WORK: 3,798 SF CURRENT USE: FAST-FOOD RETAIL (BURGER KING) PROPOSED USE: RETAIL CAFE (STARBUCKS) W/ DRIVE-THRU PIMA COUNTY WATER/HEALTH Go igle LANDLORD:TUSCON RESTAURANTS LLC 1173 N. PUSCH RIDGE VISTAS DR ORO VALLEY AZ 85737 PH: 520-310-0275 SITE CONTACT: THOMAS DRIESSEN, STARBUCKS COFFEE 2401 UTAH AVE SOUTH SEATTLE WA 98134 APPLICANT: FENN MOUN WDP 19100 VON KARMAN #600 IRVINE CA 92612 949-466-8978 FENN.MOUN@WDPARTNERS.COM I. Conceptual Site Plan II. Rooney Ranch Frys Center III. Parcel 1 of Section 7, Township 12 South, Range 14 East, Gila and Salt River Base and Meridian, Pima County, AZ IV. S12, TWP 12 S, Range 13 East, Gila and Salt River Base and Meridian, Pima County AZ V. Scale 1"=10' on Full Size VI. Existing Contour Case: OV1702206 Total 12 sheets La Reserve Villas 0 LU (1) �` ©,e —E coMPn. Z STARBUCKS COFFEE 0 COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 V (206) 318-1575 THESE DRAWINGS AND SFECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, /y WHICH IS THE OWNER OF THE COPYRIGHT IN LL THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. Z THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A O PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO U NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS LL/ FULLY EXECUTED BY BOTH PARTIES. O STARBUCKS TEMPLATE VERSION 12017.05.18 LL ARCHITECT OF RECORD 0 WMd Z 7007 DISCOVERY BLVD DUBLIN. OH 43017 614,634. 7000 T LW r Z O Z } J J J 0 Z 0_ 0 O� 0 LLj Z J Z Q U } Lu F LIJ w Z 0 z J U < Z � O IL WQ W�200 >Q Oa-0 as-Q on- W STORE #: 15284-038 ' PROJECT#: 6683 ISSUE DATE. W DESIGN MANAGER LEER®AP: QPRODUCTION DESIGNER. AID PARTNERS CHECKED BY_. LYN MALONEY Z it ReMlslon,Schedule RESPONSIBILITY LEGENDGO — GENERAL CONTRACTOR W ILL LANDLORD SB STARBUCKS WH STARBUCKS WAREHOUSE (3PL) G SHEET•TITt6... .. -- C0VERSHEET��nf�� c' VD STARBUCKS VENDOR DIRECT 0_ca�e. � 610 SCALE: AS SHOWN SHEET NUMBER. A0.0 IL Z M U) m EXTERIOR SIGNAGE SCHEDULE -'S' DESIGN ID COUNT DESCRIPTION RESP. COMMENTS SIGNAGE-CANOPY X0001 3 ISIGM - CANOPY D7 SIDE VD SIGNAGE - DISK 13163 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED -481N 1220MM 13164 1 SIGN- DISK SF ILLUMINATED FLUSH VD MOUNTED EVOLVED -601N 1525MM 13182 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED - 711N 1805MM SIGNAGE - DRIVE THRU 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN VD SUPPLY BY HILTON DISPLAYS, ILLUMINATED ARROW SERIES -461N CONTACT: WAYNE RHODES, 1170MM 864-313-9675 OR WayneRhodes@HIItonDtsplays.00m 14099 3 SIGN - DRIVE THRU ILLUMINATED ARROW SERIES FLUSH MOUNTED -RH - 481N 1220MM 14106 1 SIGN - DT CLEARANCE BAR ARROW VD SUPPLY BY HILTON DISPLAYS, SERIES FREESTANDING CONTACT: WAYNE RHODES. 864-313-9675 OR W ayneRhodes@HiltwDLsplays.carl 14327 i SIGN - DT DIRECTIONAL ILLUMINATED VD SUPPLY BY HILTON DISPLAYS, ARROW SERIES -46IN 1170MM CONTACT: WAYNE RHODES. r313-9675 OR _Rhodes@HiltwDisplays.com SIGNAGE - WORDMARK X11461 1 SIGN-INLINE NONILLUMINAED-181N 455MM N 1 1 -ARCHITECTURAL SITE PLAN f!7 SITE SCHEDULE - "Y' DESIGN ID COUNT DESCRIPTION RESP. COMMENTS AWNING 14115 1 AWNING- DT METAL WITH TENSION BAR VD - FLAT BLACK MT0028 EXTERIOR MENU 14116 1 MENU BOARD - DT DIGITAL ORDER VO ZONES SCREEN -FLAT BLACK MT0028 14119 1 MENU BOARD - DT 5 PANEL VD DSA FREESTANDING - 108X651N 2745X1650MM - FLAT BLACK MT0028 14120 1 MENU BOARD - D7 PRE MENU VD DSA FREESTANDING - 36X651N 915X1650MM - FLAT BLACK MT0028 15700 1 MENU BOARD -DT DIGITAL ORDER VD DSA SCREEN CONTROL BOX OTHER 10020 1 DT WINDOW SHELF -481N 1205MM-SST GC 14093 1 DT WAYFINDING GRAPHIC ORDER POINT GC STAR PATTERN - WHITE 14095 1 DTWAYFINDING GRAPHIC EXIT ARROW- GC PAINT P935(SHERWIN WILLIAMS WHITE TM2I 52).REFER TO A-5000 SERIES FOR MOREINFORMATION. 14101 1 DT WAYFINDING GRAPHIC ENTRY GC PAINT P936 (SHERWIN WILLIAMS ARROW - GREEN TM2152 -CUSTOM TIMED W/PANTONE 369-C). REFER TOA-5000 SERIES FOR MORE INFORMATION. 14103 1 BOLLARD NONILLUMINATED SQUARE- VD FLAT BLACK MT0028 14163 1 DT ORDER POINT CANOPY VD FREESTANDING - FLAT BLACK MT0028 14323 2 DT WAYFINDING GRAPHIC DIRECTIONAL GC REFERENCE PAINT P936 FOR DOUBLE ARROW -GREEN SPECIFICATIONS 14324 2 DT WAYFINDING GRAPHIC DIRECTIONAL GC REFERENCE PAINT P935 FOR DOUBLE ARROW - WHITE SPECIFICATIONS 1 r-a• e�-0" 15 TYR 1 i4 I 114 — - Y'14324i11i CL - Y 14323, 11 32' - 5" m J 18 i i2? M N 1 • 11.'.Y 14324.— 1� CL b 11 1Y 14323 (; - � -. 20'-0• I 'v 1 A•2002!I 16 1 ARCHITECTURALSITE PLAN NOTES A. REFER TO EXTERIOR ELEVATIONS ON SHEET A-2001 FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE ANDLEED REQUIREMENTS. UJI C. DRIVE-THE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. ©zmr srwaucss corrEs coavnuv D. LANDLORD TO PROVIDE 6"(150MM) HICK CONCRETE �J f• PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE +TA ppll/+1/E+I+OFFEE J AROBUC STARBUCKS DRIVE-THRU WINDOW STANDING PAD. O PAIC NY E. GENERAL CONTRACTOR TO APPLY CONCRETE — 2401 UTAH AVENUE SOUTH SEALER TO ALL EXTERIOR CONCRETE PATIO AND SEATTLE, WASHINGTON 98134 WALKWAY SURFACES. 206)318-1575 F. SEE THESE DRAWINGS AND SPECIFICATIONS ARE SHEET A-5001 FOR ARCHITECTURAL SITE DETAILS. CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, I\/ WHICH IS THE OWNER OF THE COPYRIGHT IN LL THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER �/� ON OTHER PROJECTS OR EXTENSIONS TO THIS N PROJECT WITHOUT THE PRIOR WRITTEN SHEET NOTES Z CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A 1. INSTALL NEW DTE 5 PANEL MENUBOARD, DIGITAL O PROTOTYPICAL STARBUCKS STORE (WHICH IS ORDER SCREEN & BOLLARD (UNDER SEPARATE SUBJECT TO CHANGE AT ANYTIME) AND DO PERMIT). NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION 2. INSTALL NEW CLEARANCE BAR (UNDER SEPARATE NOR LIABILITY TO THE OTHER (EXCEPT STATED PERMIT). AB� REEMENT N LiL LLY EXECU EDI BY BOTHTTEN PARTIES.IS 3. INSTALL NEW THANK YOUIEXIT SIGNAGE (UNDER STARBUCKS TEMPLATE VERSION 12017.05.18 SEPARATE PERMIT). O 4. INSTALL NEW DT DIRECTIONAL SIGNAGE (UNDER LL ARCHITECT OF RECORD SEPARATE PERMIT). 5. INSTALL NEW WAYFINDING GRAPHIC EXIT ARROW (UNDER SEPARATE PERMIT). 0 6. (N) PATIO SEATING AREA WITH RAILING. W vw 7. DIMENSION START POINT. Q 8. INSTALL NEW PRE -MENU BOARD (UNDER SEPARATE Z 7007 DISCOVERY BLVD DUSLIR OH 43017 PERMIT). 614.834.7000 T 9. INSTALL NEW BUMP OUT & BOLLARD, WITH NEW W PAY/PICK- UP WINDOW, LOOP TIMER &OVERHANG ABOVE, BY LANDLORD (UNDER SEPARATE PERMIT). 1- 10. INSTALL NEW WAYFINDING GRAPHIC ENTRY ARROW Z (UNDER SEPARATE PERMIT). 11. INSTALL NEW DIRECTIONAL PAVEMENT GRAPHIC (UNDER SEPARATE PERMIT), L 12. (E) TRASH ENCLOSURE BY LL. O 13. (E) 0" CURB WITH TRUNCATED DOMES BY LL. Z 14. ACCESSIBLE PARKING SIGN 15. WHEEL STOP. a w 16. INSTALL NEW CONDUIT FOR EXTERIOR MENU J J BOARDS AS INDICATED ON ELECTRICAL SHEETS, Q 17. (E) LANDSCAPING BY LL. J 0 18. (E) BIKE RACK t� ry 19. 5"-0" MIN. WIDTH ACCESSIBLE ROUTE FROM BUILDING TO PUBLIC RIGHT OF WAY CROSS SLOPE IS NOT TO O COO C EXCEED 1:48. REFER TO CIVIL DWG. Q LLi Z Q <ri Q W w W J O z� aZM O a w� WCDL Q DO CD z Of 0 0-� Q O d J W STORE #: 15284-038 ` PROJECT #: 6683 ISSUE DATE: W DESIGN MANAGER: LEED®AP: 0 PRODUCTION DESIGNER: WD PARTNERS CHECKED BY: LYN MALONEY ZRevislon Schedule . •. Rev Date By Description RESPONSIBILITY LEGEND CO GC GENERAL CONTRACTOR LL LANDLORD W SHEET TITLE: SB STARBUCKS VD STARBUCKSVENDORDRECTL) ARCHITECTURAL SITE PLAN SCALE: AS SHOWN SHEET NUMBER: a 1Tv A-1001 D P. t Q. m D_ rn •9 0 rn ,� FUTURE, FIXTURES, AND EQUIPMENT PLAN SHEET NOTES 1. SECURE LOCKERS TO WALL. 2. LOCATION OF ELECTRICAL PANELS. REFER TO ELECTRICAL DRAWINGS. 3. LOCATION OF MERCH BASKETS. 4. LOCATION OF TRASH. S. LOCATION OF ROOF ACCESS LADDER. FURNITURE, FIXTURE AND EQUIPMENT PLAN NOTES A. GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. FORLISTOF APPROVED START UP CONTRACTORS, CONTACT PROJECT CONSTRUCTION REPRESENTATIVE. B. THE SITE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED. C. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQUIVALENT. D. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. E. WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS CONSTRUCTION REPRESENTATIVE. F. EACH HAND WASHING SINK WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER, AND ALL HAND SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FAUCET. G. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING DESIGN PLAN. FOR DATA DEVICE SCHEDULE, REFER TO THE ELECTRICAL DESIGN PLAN. H. CONFIRM ALL NECESSARY CLEARANCES PER PRODUCT CUT SHEET REQUIREMENTS FOR ALL EQUIPMENT (E.G. ICE MACHINE). NT, REFER TO El 7 4• B —w••ra W N z O ^U v+ z O U w O ILL W C3 z LW z O z H z O W a O W W c z / V CO LL! 0 ©N 7STM KSC EECOMPNry STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017.05.18 Vw 7007 DISCOVERY BLVD DUBLIN, OH 43017 614.634.7000 T w J J Q O w O U r � z -J Q wW LU z zV =O ¢ZM V U Q W U (O L0 W Q �. LL — 00 Z a a Q Ov CL STORE #: 15284-038 PROJECT #: 6683 ISSUE DATE: DESIGN MANAGER: LEEDO AP: PRODUCTION DESIGNER: WD PARTNERS CHECKED BY: LYN MALONEY Revision Schedule SHEET TITLE: FF AND E PLAN SCALE: AS SHOWN SHEET NUMBER: 1-1105 1 ELEVATION sac 1/4' = 1'-0' th EXTERIOR SIGNAGE SCHEDULE --S- DESIGN ro COUNT DESCRIPTION RESP. COMMENTS SIGNAGE-CANOPY X0001 1 3 ISIGN-CANOPY DT SIDE VD SIGNAGE-DISK 13163 1 1 1 SIGN- DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED -481N 1220MM UltA 1 1 SIGN- DISK SF ILLUMINATED FLUSH VD MOUNTED EVOLVED - 601N 1525MM 13112 1 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED - 711N 1805MM SIGNAGE - DRIVE THRU 14091 1 SIGN- DT DIRECTIONAL EXIT SIGN VD SUPPLY BY HILTON DISPLAYS, ILLUMINATED ARROW SERIES -461N CONTACT: WAYNE RHODES, 1170MM 864-313-9675 OR W ayneRhodes@HiltonDisplays.com 14099 3 SIGN- DRIVE THRU ILLUMINATED ARROW SERIES FLUSH MOUNTED - RH - 481N 1220MM 14106 1 SIGN - DT CLEARANCE BAR ARROW VD SUPPLY BY HILTON DISPLAYS, SERIES FREESTANDING CONTACT: WAYNE RHODES, 864-313-9675 OR 14327 1 SIGN- DT DIRECTIONAL ILLUMINATED VD SUPPLY BY HILTON DISPLAYS, ARROW SERIES -461N 1170MM �Way-Rhodes@HiltonDisplays- CONTACT: WAYNE RHODES, 864-313-9675 OR W ayneRhodes@H iltonD isplays.mm SIGNAGE - WORDMARK X11461 1 SIGN- INLINE NONILLUMINATED-1BIN I I 455MM MAIN ENTRY 10'-6' 74' SHEET NOTES 1. STUCCO PAINTED SW7569. 2. STUCCO PAINTED SW7675. 3. RECLAIMED WOOD, LOCAL SOURCE. 4. METAL TRIM PAINTED SW6991. 5. INSTALL NEW 72' DISK LOGO. 6. INSTALL NEW 48' STACKED DT CABINET SIGN. 7. INSTALL NEW SCONCE LIGHT. 8. INSTALL 24'-2' INTERNALLY ILLUMINATED GREEN FACE LIT SINGLE LINE CHANNEL LETTERS EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER W TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. N B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, @ mnsrnnaucss mosses corro�wr CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. STARBUCKS COFFEE C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED Q COMPANY WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. — 2401 UTAH AVENUE SOUTH D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND �. SEATTLE, WASHINGTON 98134 LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR 206 318-1575 POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS THESE DRAWINGS AND SPECIFICATIONS ARE DESIGNER FOR APPROVAL. = CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN WHICH IS THE OWNER OF THE COPYRIGHT IN COMPLIANCE WITH LOCAL JURISDICTIONAL LL THIS WORK. THEY SHALL NOT BE REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD REPRODUCED (IN WHOLE OR IN PART), SHARED APPROVAL. I— WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO N PROJECT WITHOUT THE PRIOR WRITTEN STARBUCKS CONSTRUCTION MANAGER AND TO THE - CONSENT OF STARBUCKS CORPORATION. GENERAL CONTRACTOR AS NEEDED. GENERAL Z THESE DRAWINGS AND SPECIFICATIONS ARE CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION INTENDED TO EXPRESS DESIGN INTENT FOR A MANAGER IMMEDIATELY IF SHOP DRAWINGS OR PROTOTYPICAL STARBUCKS STORE (WHICH IS INSTALLATION IS IN DISCREPANCY WITH STARBUCKS O SUBJECT TO CHANGE AT ANYTIME) AND DO ARCHITECTURAL DRAWINGS. NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION G. GENERAL CONTRACTOR TO CLEAN, PATCH AND NOR LIABILITY TO THE OTHER (EXCEPT STATED REPAIR EXISTING EXTERIOR AS REQUIRED. ABOVE) UNTIL A WRITTEN AGREEMENT IS w FULLY EXECUTED BY BOTH PARTIES. Q STARBUCKS TEMPLATE VERS'ON i2017.05.18 LL ARCHITECT OF RECORD RESPONSIBILITY LEGEND c GC GENERAL CONTRACTOR W LL LANDLORD vw SB STARBUCKS 7DO7 DISCOVERY BLVD WH STARBUCKS WAREHOUSE (3PL) DUBLIN, OH 43017 VD STARBUCKS VENDOR DIRECT Z 614.634.7000 T LW r LZ r O Z 1 W >: _- 24 2'_. EQ -.... HIGH PARAPET 24,-0,r..._ PARAPET L0111 PARAPE' WALL - _.... 16, - 0,,._. b B O. CANOPY 10 _ 2" T O CMU WALL 2'- 3" FLOOR LEVEL J p Z F- 0 O Z Z W qJ to LL W Z J a O V zM �(DL� a UU a O' � D° Z) J a 0 It a �Q o0 a. W STORE #: 15284-038 > PROJECT#: 6683 ISSUE DATE: W DESIGN MANAGER: LEEDO AP: 0 PRODUCTION DESIGNER: WD PARTNERS CHECKED BY: LYN! LONEY ZRevislon Schedule Rev Date By Description W TRLE: QSHEET EXTERIOR ELEVATIONS n 7 4' 8' SCALE: AS 0 N sac vo. rm SHOWN 0 SHEET NUMBER: A-2001 po I��I{7TI 3 13163 14099 OPEN I ELEVATION @ REAR SIDE 2, ELEVATION @ DRIVE THRU a� 114'=V-0• 1 6) 'X70—W (5) 2 W xmw Y tIX (Si (51 21 PARAPET 21' 0' _071 PARAPET P!A ILL 16'•0' TO CV'J S^/A.LL 2' '' FLOOR LEVEL r• 2 EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION STARBUCKS CONSTRUCTION MANA GER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE Lu CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL = OO ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD ©anr arureucRs casr� cpnun NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED Z STARBUCKS COFFEE SWOOD IGNAGE. D BLOCKING, OR EQUIVALENT TO SUPPORT O COMPANY 2401 UTAH AVENUE SOUTH D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND L SEATTLE, WASHINGTON 98134 LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR I-- 206 318-1$75 POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS THESE DRAWINGS AND SPECIFICATIONS ARE DESIGNER FOR APPROVAL CONFIDENTIAL AND SHALL REMAIN THE SOLE E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN PROPERTY OF STARBUCKS CORPORATION, COMPLIANCE WITH LOCAL JURISDICTIONAL N WHICH IS THE OWNER OF THE COPYRIGHT IN REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD Li THIS WORK THEY SHALL NOT BE APPROVAL. REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO ON OTHER PROJECTS OR EXTENSIONS TO THIS STARBUCKS CONSTRUCTION MANAGER AND TO THE v/ PROJECT WITHOUT THE PRIOR WRITTEN GENERAL CONTRACTOR AS NEEDED. GENERAL CONSENT OF STARBUCKS CORPORATION. CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION Z THESE DRAWINGS AND SPECIFICATIONS ARE MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INTENDED TO EXPRESS DESIGN INTENT FOR A INSTALLATION IS IN DISCREPANCY WITH STARBUCKS O PROTOTYPICAL STARBUCKS STORE (WHICH IS ARCHITECTURAL DRAWINGS. SUBJECT TO CHANGE AT ANYTNE) AND DO U NOT REFLECT ACTUAL SITE CONDITIONS. G. GENERAL CONTRACTOR TO CLEAN, PATCH AND NEITHER PARTY SHALL HAVE ANY OBLIGATION REPAIR EXISTING EXTERIOR AS REQUIRED. NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS A/ FULLY EXECUTED BY BOTH PARTIES. O STARBUCKS TEMPLATE VERSION i2017.05.18 LL SHEET NOTES ARCHITECT OF RECORD 1. STUCCO PAINTED SW7542. 2. STUCCO PAINTED SW7675. Q 3. RECLAIMED WOOD, LOCAL SOURCE. W 4. METAL TRIM PAINTED SW6991. 0 vw 5. INSTALL NEW DT WINDOW, AWNING, SHELF. 7D07 DISCOVERY BLVD Z DUBLIN. OH 43017 6. INSTALL NEW SCONCE LIGHT. 614.634.7D0G T 7. INSTALL NEW 60' DISK LOGO. W 8. INSTALL NEW 48' STACKED DT CABINET SIGN. 9. INSTALL NEW SCONCE LIGHT. Z 10. INSTALL 24'-2' INTERNALLY ILLUMINATED GREEN FACE LIT SINGLE LINE CHANNEL LETTERS 11 I SW7875i(? ) O Z > w J J HIGH PARAPET "'I O 24' _ 0„ LOW PARAPET WALL Z O Z W C a O J 0 o ULLJ ZQ 6iv ui W Z Q J 0 pr*- D z V ZM O �� 5 0�LO Q - ' � fco z a (L Q r) a 8.0 CANOPY 10 - 2 W W STORE M 15284-038 PROJECT M 6683 ISSUE DATE: DESIGN MANAGER: LEED(D AP: PRODUCTION DESIGNER: WD PARTNERS CHECKED BY: LYN MALONEY ZRwAslon Sch♦duls T.O. CMU WALL 2'- 8" ,^ V Rw Date By D♦uiption FLOOR LEVEL ELo„ W TITLE: EXTERIOR ELEVATIONS QSHEET SCALE: AS SHOWN 7 —4 _g SHEETNUMBER: s�vo•ra A-2002 Z ELEVATION�MAIN ENTRANCE N O 1 OPEN SW7675 LX7000(6) 2 7 EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. W� B. GENERAL CONTRACTOR SHALL COORDINATE WITH V ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, D CONNECTIONS, AND BREAKER AT PANEL BOARD ©any smrseucKs NECESSARY TO SERVE SIGNAGE. corm courrwr Z C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED STARBUCKS COFFEE WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. O COMPANY D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND — 2401 UTAH AVENUE SOUTH LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR SEATTLE, WASHINGTON 98134 POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP (206) 318-1575 DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS f 1 THESE DRAWINGS AND SPECIFICATIONS ARE DESIGNER FOR APPROVAL. V E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, COMPLIANCE WITH LOCAL JURISDICTIONAL WHICH IS THE OWNER OF THE COPYRIGHT IN REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD THIS WORK. THEY SHALL NOT BE APPROVAL. L REPRODUCED (IN WHOLE OR IN PART), SHARED F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO r WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS STARBUCKS CONSTRUCTION MANAGER AND TO THE '^ V / PROJECT WITHOUT THE PRIOR WRITTEN GENERAL CONTRACTOR AS NEEDED. GENERAL CONSENT OF STARBUCKS CORPORATION. CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION Z THESE DRAWINGS AND SPECIFICATIONS ARE MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INTENDED TO EXPRESS DESIGN INTENT FOR A INSTALLATION IS IN DISCREPANCY WITH STARBUCKS PROTOTYPICAL STARBUCKS STORE (WHICH IS ARCHITECTURAL DRAWINGS. O SUBJECT TO CHANGE AT ANYTIME) AND DO G. GENERAL CONTRACTOR TO CLEAN, PATCH AND U NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION REPAIR EXISTING EXTERIOR AS REQUIRED. NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS IV FULLY EXECUTED BY BOTH PARTIES. SHEET NOTES O STARBUCKS TEMPLATE VERSION i2017.05.18 ARCHITECT OF RECORD 1. STUCCO PAINTED SW7542. 2. STUCCO PAINTED SW7675. Q 3. RECLAIMED WOOD, LOCAL SOURCE. W vw 4. METAL TRIM PAINTED SW6991. 0 5. INSTALL NEW 48' DISK LOGO. 7DD7 DISCOVERY BLVD 6. INSTALL NEW 48' STACKED DT CABINET. Z DUBLIN, OH 43017614.634.7000 T 7. INSTALL NEW SCONCE LIGHT. W r LZ r O Z � J J J p Z I— w O No LL Z Q i6 10 W 2 W o O J zU aZM O IL U Q U (_O L U O L..L7 Q d 0 CL L) W STORE #: 15284-038 ' PROJECT #: 6683 ISSUE DATE: W DESIGN MANAGER: LEEDO AP: QPRODUCTION DESIGNER: WE) PARTNERS CHECKED BY: LYN MALONEY zRevision Schedule .......... - SW7675, 12 _ r 4' e sir. �� • *P V W 0 Rev Data By Description SHEET TITLE: EXTERIOR ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: A-2003 EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID I COUNT DESCRIPTION RESP, COMMENTS SIGNAGE - CANOPY .1 3 SIGN -CANOPY DT SIDE VD SIGNAGE - DISK 13163 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED -481N 1220MM 13184 1 SIGN- DISK SF ILLUMINATED FLUSH VD MOUNTED EVOLVED -601N 1525MM 13182 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED -711N 1805MM SIGNAGE - DRIVE THRU 14091 1 SIGN - OT DIRECTIONAL EXIT SIGN VD SUPPLY BY HILTON DISPLAYS, ILLUMINATED ARROW SERIES-461N CONTACT: WAYNE RHODES, 1170MM 864-313-9675 OR W ayneRhodes@HillonDisplays.cam 14099 3 SIGN - DRIVE THRU ILLUMINATED ARROW SERIES FLUSH MOUNTED - RH - 481N 1220MM 14106 1 SIGN - DT CLEARANCE BAR ARROW VD SUPPLY BY HILTON DISPLAYS, SERIES FREESTANDING CONTACT: WAYNE RHODES, 864-313.9675 OR W ayneRhodes@H illonOisplays.mm 14327 1 SIGN - DT DIRECTIONAL ILLU VD SUPPLY BY HILTON DISPLAYS, ARROW SERIES-461N 117UMINATEDMM CONTACT: WAYNE RHODES, 864-313-9675 OR W ayneRhodm@H iltonDisplays.mm SIGNAGE - WORDMARK X11461 1 SIGN- INLINE NONILLUMINATED-181N I 455MM 2'-0' 10'-6' i h- M L 31 w N 4 do a ELEVATION @ MAIN ENTRY __ V - _sms 114" = 1.-0" _ .o 0 N O 2'-0" 1 2 SW7569 SW7675 SW7675 2 1 S W 7569 L X7000(2) 7 SHEET NOTES 1. STUCCO PAINTED SW7569. 2. STUCCO PAINTED SW7675. 3. RECLAIMED WOOD, LOCAL SOURCE. 4. METAL TRIM PAINTED SW6991. S. INSTALL NEW 72" DISK LOGO. 6. INSTALL NEW 48' STACKED DT CABINET SIGN. 7. INSTALL NEW SCONCE LIGHT, 8. INSTALL 24'-2' INTERNALLY ILLUMINATED GREEN FACE LIT SINGLE LINE CHANNEL LETTERS ED STAR�U� L_X7000(3) SW7675 2 EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER W TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE 7 CONTRACTOR CONTACT INFORMATION. ^ ' V B. GENERAL CONTRACTOR SHALL COORDINATE WITH 1 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL •�/ ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, ©zmv srnaeucics mvvse cawaev CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARYTO SERVE SIGNAGE, Il STARBUCKS COFFEE C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED Q WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT COMPANY SIGNAGE. — 2401 UTAH AVENUE SOUTH D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND SEATTLE, WASHINGTON 98134 LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR (206) 318-1575 POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS THESE DRAWINGS AND SPECIFICATIONS ARE DESIGNER FOR APPROVAL. CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN WHICH IS THE OWNER OF THE COPYRIGHT IN COMPLIANCE WITH LOCAL JURISDICTIONAL LL THIS WORK. THEY SHALL NOT BE REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD LL REPRODUCED (IN WHOLE OR IN PART), SHARED APPROVAL. r WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO �% PROJECT WITHOUT THE PRIOR WRITTEN STARBUCKS CONSTRUCTION MANAGER AND TO THE CONSENT OF STARBUCKS CORPORATION. GENERAL CONTRACTOR AS NEEDED. GENERAL Z THESE DRAWINGS AND SPECIFICATIONS ARE CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION INTENDED TO EXPRESS DESIGN INTENT FOR A MANAGER IMMEDIATELY IF SHOP DRAWINGS OR Q PROTOTYPICAL STARBUCKS STORE (WHICH IS INSTALLATION IS IN DISCREPANCY WITH STARBUCKS SUBJECT TO CHANGE AT ANYTIME) AND DO ARCHITECTURAL DRAWINGS. NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS A/ I FULLY EXECUTED BY BOTH PARTIES. Q STARBUCKS TEMPLATE VERSION i2017.05.18 ILL ARCHITECT OF RECORD RESPONSIBILITY LEGEND G GC GENERAL CONTRACTOR W LL LANDLORD md SB STARBUCKS DISCOVERY BLVD WH STARBUCKS WAREHOUSE (3PL) 7007 7007 DI , OH 43017 VD STARBUCKS VENDOR DIRECT Z 614.634.7000 T LW r `Z r Q Z 1 w J J EQ J p w Q O r Q PAHAFE- ~ '7J W Lwii w LU o p D o zJ ¢ZM O -- �GE a F- � QJ L)�P m2Q CD0�IL (L W STORE #: 15284-038 ' > PROJECT #: 6683 ISSUE DATE: W DESIGN MANAGER: LEEDCAP: QPRODUCTION DESIGNER: WD PARTNERS CHECKED BY: LYN MALONEY r �I zRevision Schedule V Rev Date By _ Description Eli N W Q SHEET TITLE: - _ EXTERIOR ELEVATIONS r 4' 6 SCALE: AS SHOWN snk yr"ra SHEET NUMBER: A-2004 2'-4• 4'-3- 6 L X7000 —� � u F SW7675 2 SW7675 2 ELEVATION @ REAR SIDE 1 — 114" = 1'-0 _ 1 3 4 SW7569 SW6991 2 SW7675 EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS DESIGNER FOR APPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL JURISDICTIONAL REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD APPROVAL. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS. G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. SHEET NOTES 1. STUCCO PAINTED SW7542. 2. STUCCO PAINTED SW7675, 3. RECLAIMED WOOD, LOCAL SOURCE. 4. METAL TRIM PAINTED SW6991. 5. INSTALL NEW DT WINDOW, AWNING, SHELF. 6. INSTALL NEW SCONCE LIGHT. 7. INSTALL NEW 60" DISK LOGO, 8. INSTALL NEW 48" STACKED DT CABINET SIGN. 9. INSTALL NEW SCONCE LIGHT. 10. INSTALL 24'-2" INTERNALLY ILLUMINATED GREEN FACE LIT SINGLE LINE CHANNEL LETTERS W X2000 Y 10020 ELEVATION @DRIVE THRU 5 5 SW7675. 2 saw: 1/4' = 1'.0" 2' 4' 8' w 7 i� zo ffcornvnxr Z STARBUCKS COFFEE 0 COMPANY 2401 UTAH AVENUE SOUTH I— SEATTLE, WASHINGTON 98134 V (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, A/ WHICH IS THE OWNER OF THE COPYRIGHT IN LL THIS WORK. THEY SHALL NOT BE r REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER N ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. Z THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A O PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO UNOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS N FULLY EXECUTED BY BOTH PARTIES. O STARBUCKS TEMPLATE VERSION i2017.05.18 LL ARCHITECT OF RECORD In WMd TOOT DISCOVERY BLVD Z DUBLIN, OH 43017 614.634,7000 T W ` r Z r 0 Z } 1 w _1 J J O Z 0 O 0 Z Q w Q H W W L J o p zU °ZM O a w� F W D, z 0 IN J a o a O Q 00 d W STORE #: 15284-038 PROJECT #: 6683 ISSUE DATE: W DESIGN MANAGER: LEEDID AP: QPRODUCTION DESIGNER: WD PARTNERS CHECKED BY: LYN MALONEY ZRevision Schedule Rev Date By Description N W 0 SHEET TITLE: EXTERIOR ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: A-2005 44 I 2 SW 7675 ELEVATION @ MAIN ENTRANCE sue•: 1 /4" = l'-0' SW7675 LX7000(6) 2 7 4 SW7569 EQ t EQ 5 S 13164 0 2 S W 7675 1 SW7569 R EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE W CONTRACTOR CONTACT INFORMATION. ,/� B. GENERAL CONTRACTOR SHALL COORDINATE WITH N ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD _ rrweucKs carry NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED Z STARBUCKS COFFEE WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT O SIGNAGE. COMPANY D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND — 2401 UTAH AVENUE SOUTH LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR SEATTLE, WASHINGTON 98134 POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP (206) 318-1575 DRAWINGS) PRIOR TO FABRICATION TO STARBUCKS / 1 DESIGNER FOR APPROVAL. V THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN PROPERTY OF STARBUCKS CORPORATION, COMPLIANCE WITH LOCAL JURISDICTIONAL U WHICH IS THE OWNER OF THE COPYRIGHT IN REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD THIS WORK. THEY SHALL NOT BE APPROVAL. REPRODUCED (IN WHOLE OR IN PART), SHARED F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO WITH THIRD PARTIES OR USED IN ANY MANNERON OTHER PROJECTS OR EXTENSIONS TO THIS STARBUCKS CONSTRUCTION MANAGER AND THE N PROJECT WITHOUT THE PRIOR WRITTEN GENERAL CONTRACTOR NEEDED. GENERALAL CONSENT OF STARBUCKS CORPORATION. CONTRACTOR TO NOTIFY S STARBUCKS CONSTRUCTION Z THESE DRAWINGS AND SPECIFICATIONS ARE MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INTENDED TO EXPRESS DESIGN INTENT FOR A INSTALLATION IS IN DISCREPANCY WITH STARBUCKS 0 PROTOTYPICAL STARBUCKS STORE (WHICH IS ARCHITECTURAL DRAWINGS. SUBJECT TO CHANGE AT ANYTIME) AND DO U G. GENERAL CONTRACTOR TO CLEAN, PATCH AND NENOT REFLECT ACTUAL SITE CONDITIONS. ITHER PARTY SHALL HAVE ANY OBLIGATION REPAIR EXISTING EXTERIOR AS REQUIRED. NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS /V FULLY EXECUTED BY BOTH PARTIES. SHEET NOTES 0 STARBUCKS TEMPLATE VERSION i2017.05.18 ARCHITECT OF RECORD 1. STUCCO PAINTED SW7542. ILL 2. STUCCO PAINTED SW7675. Q 3. RECLAIMED WOOD, LOCAL SOURCE. 1 4. METAL TRIM PAINTED SW6991. W 5. INSTALL NEW 48" DISK LOGO. Cl VW 7007 DISCOVERY BLVD 6. INSTALL NEW 48' STACKED OT CABINET. Z DUBLIN, OH 43017614.634.7000 T 7. INSTALL NEW SCONCE LIGHT. Lu 1— Z I� O Z } 1 w J J J O Z ramr^^ 0 V! O 0 � Id LL 0 JQ wwwW w W z zaOJ zin O a LO w�0 z O a 0- Q L) a J W STORE #: 15284-038 > PROJECT #: 6683 ISSUE DATE: W DESIGN MANAGER: LEED,D AP: 0 PRODUCTION DESIGNER: WD PARTNERS CHECKED BY: LYN MALONEY ZRevision Schedule Rev Date By Description N W QSHEET TITLE: EXTERIOR ELEVATIONS 4' 8, SCALE: AS SHOWN SHEET NUMBER: A-2006 1-0 g � f JJJJIIrrI__ u� TOY 1::I% l W Ilk O O 1 a to NI `/ EXISTING BUILDING _ C 2 �1 - - 77- 11 (I \1 p..rw 3 (.. 7 18 I ti TYP. $ I... V o 0 3 _ N 9 5 2 -- i uj TYP. >1 � in a 6 ! 6 1 10 i v 5.00' ■ 5.00' m ,J7jFI� —$F N b "' S.00 ® 3 F 5 _ � u 6 2 4 ' V -p rkin€ data REQUIRED: (10) ONE PARKING SPACE PER 1,000 S.F. 3,798 S.F. GROSS FLOOR AREA REQUIRES 38 PARKING SPACES PROVIDED: 44 PARKING SPACES +2 ACCESSIBLE PARKING SPACES PER ADAAG = 46 PARKING SPACES TOTAL ON -SITE. BICYCLE PARKING: REQUIRED: 1 BICYCLE PARKING SPACE PER 20 REQUIRED VEHICLE PARKING SPACES. 38 REQUIRED VEHICLE PARKING SPACES REQUIRES 2 BICYCLE PARKING SPACES. PROVIDE: 1 EXISTING BICYCLE RACK (3 SPACES) - 2 PROPOSED BICYCLE RACKS (6 SPACES)= 9 BICYCLE SPACES TOTAL keyed notes O CONCRETE SIDEWALK. O CROSSWALK PAVEMENT MARKING. ALKYD -READY MIX PER ADOT SPECIFICATIONS. O FORMED CONCRETE CURB, O CURB RAMP. TYPE A. O CURB RAMP, TYPE B. OACCESSIBLE ROUTE FROM BUILDING TO PUBLIC RIGHT-OF-WAY. CROSS SLOPE IS NOT TO EXCEED 200%. O EXISTING SIDEWALK. O ALKYD -READY MIX PAVEMENT STRIPING PER ADOT SPECIFICATIONS. O RELOCATED WHEEL STOP (4 TYPICAL). 10 12' WIDE STOP BAR, ALKYD READY -MIX PAVEMENT MARKING IN ACCORDANCE WITH ADOT SPECIFICATIONS 1 7 4' HIGH STENCILED ALKYD READY -MIX PAVEMENT MARKING IN ACCORDANCE WITH ADOT SPECIFICATIONS. 1P ACCESSIBLE PARKING STALLS AND ACCESS AISLE SHALL COMPLY WITH ADA AND LOCAL REGULATIONS. 13 SYMBOL OF ACCESSIBILITY. 14 ACCESSIBLE PARKING SIGN AND SUPPORT 15 RELOCATED MAILBOX AND SUPPORT. PROVIDE FOUNDATION TO MATCH EXISTING MAILBOX SUPPORT FOUNDATION. 16 EXISTING BICYCLE RACK. 17 DRIVE-THRU LANE PAVEMENT MARKING, SIGNAGE, AND EQUIPMENT. SEE ARCHITECTURAL SHEETS. 18 MAINTAIN EXISTING IRRIGATION SYSTEM. RECONNECT OR REPLACE ALL HEADERS, PIPE, FITTINGS. VALVES, AND APPURTENANCES EXPOSED BY GRADING OPERATIONS. ig PROPOSED BICYCLE RACK. SEE SHEET L-1001 20 EXISTING SCREEN WALL. legend NATURAL GRAY CONCRETE LANDSCAPE, REFER TO LANDSCAPE PLAN. SEE SHEETLTW ADA ACCESSIBLE ROUTE: KEYED (SEE NOTE #6) LIMITS OF DISTURBANCE: 2.499 SO F1(0.057 ACRES) ------------ o Know what's below. Call before you dig. YdY?, 0 10 20 40 .�.., SCALE: 1" = 20.00' Qy STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAW INGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK, THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. STARBUCKS TEMPLATE VERSION i2014.10.20 ENGINEER OF RECORD Md DUBLINOH 43017 614.634:7000 T PRELIMINARY - NOT FOR CONSTRUCTION IIr- --^ vJ Q M ii � LO 0 WDo U Q Q w � } LU a J W J O J o z0 �Z< } W Q W Lid > Z Q O L.L_ — O O CO W 02 i0 a —O U d STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: 11.09,2017 DESIGN MANAGER: LEED®AP: WD PARTNERS PRODUCTION DESIGNER: CHECKED BY: Revision Schedule SHEET TITLE: SITE IMPROVEMENT PLAN SCALE: AS SHOWN SHEET NUMBER C-1001 v EXISTING BUILDING FFE = 2564.50 keyed notes O PROPOSED TOP OF CURB RAMP TO MEET AND MATCH GRADES OF EXISTING SIDEWALK SUCH THAT CURB RAMP RUNNING SLOPE DOES NOT EXCEED 1:12 AND CURB RAMP CROSS SLOPE NOT TO EXCEED 1:48. PRIOR TO CONSTRUCTION, NOTIFY THE ENGINEER OF ANY DISCREPANCY. O5'-0' MINIMUM WIDTH ACCESSIBLE ROUTE FROM BUILDING TO PUBLIC RIGHT-OF-WAY. CROSS SLOPE IS NOT TO EXCEED 1:48. gradongg legend EXISTING SPOT ELEVATION - EXISTING CONTOUR: PROPOSED RUNOFF FLOW: 2.1 % PROPOSED SPOT ELEVATION: 6666 PROPOSED SPOT ELEVATION: 65 50 TON OF EI.EV. CHANGE (AT CURB) 65.00 PAVEMEN I FLOWUNE MEET EXISTING GRADE SMOOTHLY: ME ADA ACCESSIBLE ROUTE: (SEE KEYEDNOTE #2) �.... �..' UMITS OF DISTURBANCE: SILT FENCE: SF scone of erosion control THE CONTRACTOR SHALL CONTROL SOIL EROSION RESULTING FROM THE PROPOSED IMPROVEMENTS. THE USE OF SILT FENCING. JUTE MATTING. TEMPORARY SEEDING, SILT CHECKS, INLET PROTECTION AROUND ALL CATCH BASINS, STABILIZED CONSTRUCTION ENTRANCE(S). ETC. MAY BE REQUIRED, REFER TO PLAN. SEDIMENT CONTROL STRUCTURES/DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE ADOT EROSION AND POLLUTION CONTROL MANUAL. SEDIMENT CONTROL DEVICES MUST BE INSTALLED PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUED INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL DEVICES. THE CONTRACTOR SHALL FOLLOW THE REQUIREMENTS SET FORTH ON THE APPROVED STORMWATER POLLUTION PREVENTION PLAN IF APPUCABLE. OR AS DETAILED ON THE CONSTRUCTION PLANS, AS SPECIFIED BY THE TOWN OF ORO VALLEY. PIMA COUNTY, ARIZONA, IT IS THE CONTRACTOR'S RESPONSIBIUTY TO UPDATE BMP CONTROLS AS SITE CONDITIONS WARRANT. MORE CONTROLS MAY BE REQUIRED PER SITE CONDITIONS. THE CONTRACTOR SHALL INCLUDE THESE COSTS IN THE BASE BID. ANY AREA WHERE EROSION IS OBSERVED MUST BE ADDRESSED BY THE CONTRACTOR, WHETHER SHOWN ON THE PLANS OR NOT, IN THE CASE THAT DOWNSTREAM EROSION IS OBSERVED, THE CONTRACTOR MUST CONTACT THE ENGINEER OF RECORD FOR RECOMMENDATIONS. PERMANENT EROSION CONTROL. TURF ESTABLISHMENT. AND SOIL STABILIZATION IS THE RESPONSIBILITY OF THE CONTRACTOR. THE INTENT OF THIS PLAN IS TO PROVIDE GUIDANCE FOR PLACEMENT OF BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CLEANING AND DISPOSAL OF ANY DEBRIS TAKEN OFF SITE. CONTRACTOR IS RESPONSIBLE FOR ALL FINES AND FEES FOR IMPROPER PLACEMENT OR MAINTENANCE OF CONTROLS. DATE REVISION DESCRIPTION INITIALS 15. Know what's below. Call before you dig. 0 10 20 40 SCALE: V = 20.00. ti 0- unscocrFecowauY STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. STARBUCKS TEMPLATE VERSION i201410.20 ENGINEER OF RECORD Md DUBLIN, OR 43017 PRELIMINARY - NOT FOR CONSTRUCTION LL Q M LL oLO 00 cl L11 N Z v Q U W aJ III o O—Ji z U a Z Q } L)<LLIn w � > z Q O O (D LL a0 CL �O O U 0- STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: 11.09.2017 DESIGN MANAGER: LEED®AP: WD PARTNERS PRODUCTION DESIGNER: CHECKED BY: SHEET TITLE: SITE GRADING AND DRAINAGE PLAN SCALE: AS SHOWN SHEET NUMBER: C-1002 c I I I — t-- ----------------------------------------- 4-4- 0 EXISTING I � 1 I 1 I � 1 I 1 1 i 1 4 1 EXISTING TREE TO REMAIN VYP.) 't I EXISTING ±35 TALL EARTHEN BERM — 1 EXISTING SHRUB TO BE REMOVED r , TYP EXISTING LANDSCAPE BUFFERYARD TO REMAIN (TM)) y qp 1 4 ® ® TYR DG TYYR U DO j� EXISTING LANDSCAPING 1 PR BIKE RACKS (OTY. 2) \ TO REMPJN) (6 BIKE CAPACITY). SEE DETAILTHISSHEET. \ EXISTING BIKE RACK � )W t (3 BIKE (APACffI� 2 •1 • I - I I I I I 7 �C EXISTING SHRUB TO — BE REMOVED (IYP.) I / i EXISTING ±3.5 TALL SCREEN WALL (TYP.) .I DG ECOMPOSED GRANITE -1/2' MINUS, 2' MIN DEPTH, COLOR TO MATCH SEE NOTES. ISTING DG. APPLY TO DISTURBED AREAS WITHIN LIMITS OF DISTUPBANCE. LEGEND - EXISTING OEXISTING TREE TO REMAIN L1 EXISTING SHRUB TO BE REMOVED PROP. TREE PROTECTION FENCING EXISTING BIKE RACK NOTES EXISTING TREE NOTES A GENERAL CONTRACTOR SHAH PROVIDE TREE PROTECTION AROUND EXISTING TREES TO REMAIN WITHIN UMITS OF PROPOSED CONSTRUCTION PRIOR TO BEGINNING DEMOLITION / GRADING ACTIVITY. SEE TREE PROTECTION FENCING DETAIL B. GENERAL CONTRACTOR SHALL REMOVE STUMP AND NEARBY ROOTS TO A DEPTH OF 19' FOR EXISTING PLANT MATERIAL TO BE REMOVED. A ALL DISTURBED PLANTING BEDS SHALL BE COVERED WITH PRE -EMERGENT HERBICIDE APPLIED AT PRODUCT SPECIFIED RATE UNLESS NOTED OTHERWISE. B. ALL DISTURBED PLANTING BEDS SHALL RECEIVE DO MULCH UNLESS NOTED OTHERWISE. MULCH SHALL BE DISEASE AND PEST FREE, UNIFORM COLOR, AND FREE OF TWIGS, LEAVES OR OTHER MATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS. MULCH SHALL NOT CONTAIN MANURE OR MALODOROUS CONTENTS. DO NOT PLACE MULCH AGAINST OR IN CONTACT WITH TREE TRUNKS. TRUNK ROOT FLARE SHALL BE VISIBLE AT THE TOP OF THE ROOT BALL, MULCH SHALL BE A MINIMUM OF 6' FROM ALL TRUNKS, STEMS OR CANES OF TREES AND SHRUBS. C. LANDSCAPE CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE AREAS PROPOSED) (EXISTING OR UNTIL SITE TURNOVER. 3 3 D. ANY ITEM OR AREAS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE O 0 = E. LANDSCAPING TO COMPLY WITH ALL APPUCABLE CITYILOCAL REGULATIONS. J FQ J = �o V o0 O N z 4 WOOD OR 14 GAUGE STEEL POST AT EXTEND POSTS 8 O.C. PAST DRIP LINE (MAXIMUM) z I r ORANGE I? CONSTRUCTION 1--2 ■ 4 WOOD OR 1 14 GAUGE STEEL POST AT 60C. (MAXIMUM) ENLARGED�� SECTION E ENLARGED SECTION/\\/\ � \\\��\� DETAIL NOTES A. CONSTRUCTION FENCING SHALL BE ERECTED PRIOR TO ANY GRADING OR CONSTRUCTION ACTIVITIES - PREVENTING COMPACTION OF ROOT SYSTEMS OF TREES TO BE PRESERVED. B. THE FENCING SHALL ENCLOSE THE AREA BENEATH THE DRIP LINE OF THE TREE CANOPY AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETE. C. NO PARKING, MATERIAL STORAGE, OR CONSTRUCTION ACTIVITIES SHALL BE PERMITTED WITHIN THE FENCED AREA. TREE PROTECTION gl RACK NONE 15. Know what's below. Call before you dig. 0 10 20 40 SCALE: V = 20.00' 1 m;v 0-- STARBUCKS fAFSEE tpvNtt STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. STARBUCKS TEMPLATE VERSICN i2014.10.20 ARCHITECT OF RECORD 7007 DISCOVERY B. DUBLIN, OH 43017 614.634.7000 T PRELIMINARY - NOT FOR CONSTRUCTION �r^ r U) LL00 L J Z Q : w W 1> O J a J F_ o _J < Z � W W- zQ Ir , o of O 0. D_ O U O- STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: 08.31.2017 DESIGN MANAGER LEEDOAP: WD PARTNERS PRODUCTION DESIGNER CHECKED BY: SHEET TITLE: LANDSCAPE PLAN SCALE: AS SHOWN 1' • 20'-0' SHEET NUMBER: L-1001 1 A 6 Ma n s 10 r c o M o 3 rD rrDD n r+ tW tornin c .Scaletta N 04 7 January 4, 2018 N Q flMs'Pi t Aff"Mano sTflkM Pla(irwr "r3 Tb n of Oro Valtey . P1annwg k^.iWsmR - rD -' 11000 North La Canada Drive r`xo Wiley, AI $5737 Direct,, 52(1.229i817 ME, Larrcllord Approval or Stariaxks In Roomy Ranch Fry's Shopping Center SWL of Oracle and tom' Ayr 1OV1702829) 00 T p = M. O 3 3 Dear fir. ArrJlaro, Ll �w Per Section ILL 5.0 of tMr Row&, Rarv:h Plawted Area Developnert. i,. Dominic.v 1L 7 Scaletta approve the Starbucrs proposed design along with the any mtw re"SW.S n required to obtain the propmed neinicipal approval, Should you havr- any questions p mn m 3 7 3 0 « \: \®w ®® \ d�; z,. :.. y • .t i - w, EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN IDI COUNT I DESCRIPTION RESP. COMMENTS SIGNAGE - DISK 13163 1 SIGN - DISK SF ILLUMINATED FLUSH VD MOUNTED EVOLVED_ IMN IMmm 13161 1 SIGN- DISK SF ILLUMINATED FLUSH VD MOUNTED EVOLVED -MIN 1525MM SIGNAGE - DRIVE THRU 14091 1 SIGN- DT DIRECTIONAL EXIT SIGN VD SUPPLY BY HILTON DISPLAYS, ILLUMINATED ARROWSERIES-461N CONTACT: WAYNE RHODES, 1170MM 864-31395750R 4Vay.Rho ..@Hlbo Displays.mm 14099 2 SIGN- DRIVE THIRDILLUMINATED VD ARROW SERIES FLUSH MOUNTED. RH - 481N 1220MM 141M 1 SIGN- DT CLEARANCE BAR ARROW VD SUPPLY BY HILTON DISPLAYS, SERIES FREESTANDING CONTACT: WAYNE RHODES, 36431396750R WaymRMA ,@Hi Q,plays.mm 14327 1 SIGN- DT DIRECTIONAL ILLUMINATED VD SUPPLY BY NILTON DISPLAYS. ARROW SERIES-461N1170MIA CONTACT: WAYNE RHODES, 664-3139675OR WaymRId ,@HJM,D*plays.mm L1amif1;�� 'JAN 16 101B BYJ •JJJJJ1JJiJii J.JaaaaJ• SITE SCHEDULE -'N" DESIGN ID COUNT DESCRIPTION RESP. COMMENTS AWNING X, 10, 1 WANDOWAWNING X1101 1 WAN DCWAWNINGGPATIODOOR VO EXTERIOR MENU 14116 1 MENU BOARD -DT DIGITAL ORDER VD ZONES SCREEN - FLAT BLACK MTM28 14119 1 MENU BOARD-OT5PANEL VD OSA FREESTANDING-108X651N 2]45X16WMM - FLAT BLACK MT0028 14120 1 MENU BOARD -DT PRE MENU VO DSA FREESTANDING - 36X651N 915X1650MM - FLAT BLACK MT0028 15700 1 MENU BOARD OT DIGITALORDER VD DSA SCREEN CONTROL BOX OTHER 14M 1 DT WAYFINDING GRAPHIC EXIT ARROW- GC PAINT P935(SHERW9N WILLIAMS WHITE TM2152). REFER TO A-WM SERIES FOR MOREINFORMATION. 14101 1 DT WAYFINDING GRAPHIC ENTRY GC PAINT PBM (SHERWAN WILLIAMS ARROW. GREEN TM2152 CUSTOM TINTED WAPANTONE MFC). REFER TOA5000 SERIES FOR MORE INFORMATION. 14103 1 BOLLARD NONILLUMINATED SQUARE- VD FLAT BLACK MTOMS 1410 1 DT ORDER POINT CANOPY VO FREESTANDING - FLAT BLACK MT0028 14323 2 DTWAYFINDINGGRAPHCDIRECTIONAL GC REFERENCE PAINT PIGS FOR DOUBLE ARROW -GREEN SPECIFICATIONS 19329 2 DT WAYFINOINGGRAPHICOIRECTIONAL GC REFERENCE PAINT K35 FOR DOUBLE ARROW -WHITE SPECIFICATIONS X1100 1 CUSTOM PARGOLA CW PLANTER 1/451 10 PWITER-BO WX18X1BIN BB 915%455X455MM-BLACK 14452 4 PLANTER-BOX-ISX1SX361N SB 455X455X915MM-BLACK 16 3 I S I II'' 14091 1S'D- 1 S 14095 Q ' -, rw IWIN _._.._ _ ......—_ A 2-1D PATIO CLc/o SEATING 1111 kco y1 O \.I STARBUCKS COFFEE AREA OF WORK - 3,T98 SF. OUTDOOR SEATING ]1 4t.1J i �,yCJ 77 I -'I LJ . 15 15 (z) Y TM52 11 Y 14323 i Tk (,)ARCHITECTURAL SITE PLAN CL 1 I7 ARCH ITECTURALSITE PLAN NOTES A. REFER TO EXTERIOR ELEVATIONS ON SHEET A-2001 FOR BUILDING SIGNAGE LOCATION AND DESIGN 10. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B- LANDSCAPINGTO BE PROVIDED PER ZONING CODE AND LEED REQUIREMENTS. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFERTOELECTRICAL SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. D. LANDLORD TO PROVIDE 6'(150MM) THICK CONCRETE PAVING THE LENGTH OFTHE DRIVE-THRU LANE, EXTENTTO INCLUDE DRIVE-THRU WINDOW STARBUCKSCOFFEE STANDING PAD. COMPANY E. GENERAL CONTRACTOR TO APPLY CONCRETE 2401 UTAH AVENUE SOUTH SEALER TO ALL EXTERIOR CONCRETE PATIO AND SEATTLE, WASHINGTON 98134 WALKWAY SURFACES. (206) 318-1575 F. SEE SHEETX5001 FOR ARCHITECTURAL SITE THESE DRAWINGS AND SPECIFICATIONS ARE DETAILS. CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION. WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR E%TENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPOTION. SHEET NOTES THE E DRAWINGS AND SPECIFCATON ARE INTENDED TO EXPRESS DESIGN INTENT FOR A 1. INSTALL NEW DTE 5 PANEL MENUBOARD, DIGITAL PROTOTYPICAL STARBUCKS STORE (WHICH IS ORDER SCREEN B BOLLARD. VO TO COORDINATE SUBJECTTOCHANGE AT ANYTIME) AND DO WITH GC FOR PROPER INSTALLATION, FOOTING BY NOTREFLECTACTUALSITECONDITONS. GC (UNDER SEPARATE PERMIT. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED 2. INSTALLNEWCLEARANCEBAR.VDTOCOORDINATE ABOVE) UNTILA WR ITTENAGREEMENTIS WITH GC FOR PROPER INSTALLATION, FOOTING BY FULLY EXECUTED BY BOTH PARTIES. GC (UNDER SEPARATE PERMIT. STARBUCKS TEMPLATE VERSION Q01]A5.18 3. INSTALL NEW THANK YOUIEXR SIGNAGE. VD TO COORD BY GC (U DERS PROPER ARTEE INSTALLATION. ARCHITECT OF RECORD FOOTING BY GC. (UNDER SEPARATE PERMIT 4. INSTALL NEW OF DIRECTIONAL SIGNAGE. VD TO COORDINATE WITH GC FOR PROPER INSTALLATION, FOOTING BY GC (UNDER SEPARATE PER AM) 5, INSTALL NEW WAYFINDING GRAPHIC EXIT ARROW (UNDER SEPARATE PERMIT). md 6- (N) PATIO SEATING AREA. 7007 DISCOVERY BLVD DU BLI N, OH 43017 7, DIMENSION START POINT, 814.834. 70DOT S. INSTALL NEW PRE -MENU BOARD. VD TO COORDINATE WITH GC FOR PROPER INSTALLATION, FOOTING BY GC. (UNDER SEPARATE PERMIT. 9. INSTALL NEW PAYIPICK-UP WINDOW, LOOP TIMER S OVERHANG ABOVE, BY LANDLORD (UNDER SEPARATE PERMIT. 10 INSTALL NEW WAYFINDING GRAPHIC ENTRY ARROW (UNDER SEPARATE PERMIT). 11. INSTALL NEW DIRECTIONAL PAVEMENT GRAPHIC (UNDER SEPARATE PERMIT). 12, (E) TRASH ENCLOSURE BY LL. > 13, 5' "MIN WIDTH ACCESSIBLE ROUTE FROM BUILDING J TO PUBLIC RIGHT OF WAY CROSS SLOPE IS NOT TO J EXCEED I.4B REFER TO CIVIL OWG Q 14. ACCESSIBLE PARKING SIGN 15. WHEELSTOP. L 0 16. INSTALL NEW CONDUIT FOR EXTERIOR MENU r O BOARDS AS INDICATEDON ELECTRICAL SHEETS. U) 17. INSTALL NEW PI NNTER BOXES. 18. (EIGREASE INSPECTOR. 0 LLI 19 (N) DT CONCRETE PAD BY LL J 20 (E) ADA PARKING STALLS. u z 21. INSTALL(N)OUTDOORSEATING. W _f O zU ¢ ZCO�7) 0 wQ O Z¢ G_ as Q 00 STORE #: 6683 PROJECT #: 77483-001 ISSUE DATE: DESIGN MANAGER: CHRISORTG RESPONSIBILITY LEGEND LEEDOM NIA PRODUCTION DESIGNER: WD PARTNERS CW PROVIDED BY CASEWORK VENDOR CHECKED BY: LYN MALONEY SE, PHOVIOEDBYSTARBUCKS GC PROVIDED BY GENERAL CONTRACTOR RevIsWR Sehedub VD PROVIDED BY VENDOR DIRECT Rev Dab By DaxHptbn NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERINGICONSTRUCTION SHEET TITLE: ARCHITECTURAL SITE — ,o� PLAN o s ,a scALJ=:asSHOWN SHEET NUMBER: A-1001 PLAN — WIT • 1'-0 Ih •mil Ih�il 411 0 Am ft I�•InI ■ I I ■ ■ wo/; FURNITURE, FIXTURE AND SHEET NOTES EQUIPMENT PLAN NOTES 1. SECURE LOCKERS TO WALL. A GENERALCONTRACTOR TOSCHEDULEWUHLOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL 2. LOCATION OF ELECTRICAL PANELS. REFER TO FOOD CASE STARTUP AND TESTING. FORLISTOF ELECTRICAL DRAWINGS. APPROVED START UPCONTRACTORS.CONTACT PROJECT CONSTRUCTION REPRESENTATIVE. 3. LOCATION OF MERCH BASKETS. B. THE SUE IS SERVED BY THE MUNICIPAL WATER AND 4. LOCATION OF TRASH. SEWER SYSTEM UNLESS OTHERWISE NOTED. MEET 5, LOCATION OF ROOF ACCESS LADDER, C. NATIONAL EQUIPMENT SANITATION AND IOINSTALLAT IONON ST NDAR NATONAL SANITATION FW NDATION STANDARDS OR Q air 5. LOCATION OD FIRE EXTINGUISHER. EQUIVALENT. D. EOUIPMENTUNITS SHALL CONTAIN NOEXPOSED STARBUCKS COFFEE THREADS. EMBELLISHMENTS OR OVERHANGING EDGES COMPANY THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. 2401 UTAH AVENUE SOUTH E. WARMING OVEN(S) SHOWN FOR PERMUTING SEATTLE, WASHINGTON 88134 PURPOSES. INSTALLATION AT STORE OPENING TO BE 208 318-1575 VERIFIED BY STARSUCKS CONSTRUCTION REPRESENTATIVE. THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE F. EACH HAND WASHING SINK WILL HAVE A SINGLE PROPERTY OF STARBUCKS CORPORATION, SERVICE TOWEL AND SOAP DISPENSER, AND ALL HAND WHICH IS THE OWNER OF THE COPYRIGHT IN SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING THIS WORK. THEY SHALL NOT BE FAUCET. REPRODUCED (IN WHOLE OR IN PART). SHARED WITH THIRD PARTIES OR USED IN ANY MANNER G. FOR PLUMBING FIXTURES, REFER TOTHE PLUMBING ONOTHERPROJECTSOREXTENSICNSTOTHIS DESIGN PLAN. FOR DATA DEVICE SCHEDULE, REFER TO PROJECT WITHOUT THE PRIOR WRITTEN THE ELECTRICAL DESIGN PLAN. CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE H. CONFIRM ALL NECESSARY CLEARANCES PER PRODUCT INTENDED TO EXPRESS DESIGN INTENT FOR A CUTSHEETREQUIREMENTS FOR ALL EQUIPMENT (E.G. PROTOTYPICAL STARS CKS STORE (WHICH IS ICE MACHINE). SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. I. FOR LOCATION OF COUNTERTOP EQUIPMENT, REFER TO NEITHER PARTY SHALL HAVE ANY OBLIGATION CASEWORK ELECTRICAL DETAILS. NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION Q01]0518 ARCHITECT OF RECORD md - _..--- --- 7007 DISCOVER r BLVD DUBLIN. OH 43017 rl r r r r y I L I uu • ill ■�7 I�' '^ W J CAFE ❑3_ ns U 0 SEATING L 18593 J L 165931 --\'/1 z Z Lq J O Q y RESTROOM VESTIBULE • Q • J 00 o 0 0 0 �U FZr- U rWOMEN'S RESTROOM F rMEN'S w Lo z Q 2 ..._... _ _ - _ .... • 7RESTROOM . • a p p a O a STORE #: 6683 O PROJECT#: 7748 77483-001 ISSUE DATE: - - DESIGN MANAGER. CHRISORTQ LEED®AP. NIA PRODUCTIONDESIGNER: WDPARTNERS CHECKED BY: LYN MALONEY RavNbn BCNatlYN 0 7 4' B' SHEETTULE: FF AND E PLAN SCALE: AS SHOWN SHEET NUMBER: I-1105 EXTERIOR SIGNAGE SCHEDULE -'B' DESIGN ID COUNT DESCRIPTION RESP. COMMENTS SIGNAGE - DISK 1310 1 SIGN- DISK SF ILLUMINATED FLUSH VD MOUNTED EVOLVED-48IN 11"M 13161 / SIGN- DISKSF ILLUMINATED FLUSH VD I MOUNTED EVOLVED -WIN 1525MM SIGNAGE - DRIVE THRU 14091 1 SIGN- DT DIRECTIONAL EXIT SIGN VD SUPPLY BY MILTON DISPLAYS, ILLUMINATED ARROW SERIES -4SN CONTACT: WAYNE RHODES, 1171BIM 864313-9675 OR W2yneRNoOvn®HiXunCispMys.Cem 1W99 1 SIGN- DRIVE THRU ILLUMINATED VD ARROW SERIES FLUSH MOUNTED- RH - MIN 1120MM 14105 1 SIGN- DT CLEARANCE BAR ARROW VD SUPPLY BYHILTONDISPLAYS, SERIES FREESTANDING CONTACT: WAYNE RHODES, IXW3IIW50R WaywRN ,GHIl Dn pl, s. 14317 1 SIGN-DT DIRECTIONAL ILLUMINATED VD SUPPLY BY HILTON DISPLAYS, ARROW SERIES- 161N 1170MM CONTACT'. WAYNE RHODES. 864313-9875 OR WaY�eRNOJeFL$HillonpSPMya.Oom SHEET NOTES EXTERIOR ELEVATION NOTES NOTE: COLORS SHOW 1. STUCCO PAINTED SW756S. A GENERAL CONTRACTOR TOCOOROINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR FOR EXAMPLE ONLY. 1. STUCCO PAINTED SW7675. PROVIDING A MINIMUM SCHEDULING NOTICE OF 4WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF FINAL COLORS TO BE 3. (E)WINDOWTRIMPMNTEDSW7675. INS TA LATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE SELECTED AND APPROVED 4. INSTALL NEW 60'DISK LOGO. CONTRACTOR CONTACT IN FORMATION. BY PLANNING 5. INSTALL NEW 4T STACKED DT CABI NET SIGN. S. GENERAL CONTRACTOR SHALL COORDI NATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL 6. INSTALL NEW SCONCE LIGHT. ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT. WIRE. Qmn CONNECTIONS, AND BREAKER AT PANEL BOARD /+I/ �+ �+ 7. EXISTING DOOR TO PATIO SEATING. NECESSARY TO SERVE SIGNAGE. STARBUCKS COFFEE S. METAL CANOPY PAINTEDSVUP31 C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED COMPANY 9. INSTALL NEW MEDALLION WOOD D STUD BLOCKING, OR EQUIVALENT TO SUPPORT 2401 UTAH AVENUE SOUTH D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND SEATTLE, WASHINGTON 98134 LOCATION OF ANY AND ALL ALLOWABLE MONUMENTOR 206 318-1575 POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWINGS) PRIOR TO FABRICATION TO STARSUCKS THESE DRAWINGS AN D S PECIFICATIONS ARE DESIGNER FOR APPROVAL. CONFIDENTIAL AND SHALLREMAIN THE SOLE PROPERTY OF STARSUCKS CORPORATION. SIGNAGE PERMIT TO BE E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN WHICH IS THE OMER OFTHECOPYRIGH IN COMPLIANCE WITH LOCAL JURISDICTIONAL THIS WORK. THEY SHALL NOT BE SUBMITTED SEPARATELY. REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD REPRODUCED (IN WHOLE ORIN PART), SHARED APPROVAL WITH THIRD PARTIES OR USED IN ANY MANNER SIGNAGE SHOWN FOR ON OTHER PROJECTS ORE X ENSIONSTOTHIS F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWNGS TO PROJECT WITHOUT THE PRIOR WRITTEN REFERENCE ONLY. ALL SIGNAGE STARBUCKSCONSTRUCTIONMANAGERANDTOTHE CONSENT OF STARSUCKS CORPORATION GENERALCONTRACTOR AS NEEDED. GENERAL THESEDRAWINGSANDSPECIRCATIONSARE SHOP DRAWINGS TO BE CONTRACTOR TO NOTIFYSTARBUCKSCONSTRUCTION NTENDED TO E%PRESS DESgNINTENTFORA APPROVED BY SBUX DESIGN MANAGER IMMEDIATELY IF SHOP DRAWINGS OR PROTOTYPICAL STARBUCKS STORE (WHICH IS INSTALLATION MIN DISCREPANCYWITHSTARBUCKS SUBJECT TO CHANGE AT ANYTIME) AND DO ARCHITECTURAL DRAWINGS. NOT REFLECT ACTUAL STE CONDITIONS. MANAGER. NEITHER PARTY SHALL HAVE ANY OBLJGATION G. GENERAL CONTRACTOR TO CLEAN. PATCH AND NOR LIABILITY TO THE OTHER (EXCEPT STATED REPAIR EXISTING EXTERIOR AS REQUIRED. ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARSUCKSTEMPLATE VERSION 1f017.05.18 ARCHITECTOFRECORD RESPONSIBILITY LEGEND CW PR OVIDEDBYCASEWORKVENDOR SB PROVIDED BY STARBUCKS md GC PROVIDED BY GENERAL CONTRACTOR 7007 DISCOVERY BLVD VD PROVIDED BY VENDOR DIRECT DUBLIN, OH C017 NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH 614 61117000 T STARSUCKS DESIGN MANAGER PRIOR TO ORDERINGICONSTRUCTgN 17S 5'O' 8'41' X90l51OOST. VIF — W J J 0 co 0 �01-ES %91101E5 O � X9001-ES JL 4 3-ES OC%5011 LLI T u 3 —� 14J oz0 ®— -- -- --- -- Q - < c It � � e O d... �._ L x7DDz i I L x7o6z , -� s-tt• � - — — STORE #: 6683 - — - — - — - — - — - — — - — — - — - PROJECT#: 77483-001 ISSUE DATE: DESIGN MANAGER: CHRIS ORTR LEEDNIA I NIA PRODUCTION DESIGNER: VrD PARTNERS rt I / ,p CHECKED BY: LYN MALONEY R.O.K. BCNeBYIe {I $({ Rev Deb B DeacHp[bn n ELEVATION In MAIN ENTRY SHEET TITLE: .,.. IW-VT EXTERIOR ELEVATIONS 0 7 4' IT ® SCALE: AS SHOWN ed. rr•ro SHEET NUMBER: A-2001 — IPP-1'd REAR SIDE 21--10' 24-r IT-r m SIGNAGE PERMIT TO BE SUBMITTED SEPARATELY. SIGNAGE SHOWN FOR REFERENCE ONLY. ALL SIGNAGE SHOP DRAWINGS TO BE APPROVED BY SBUX DESIGN MANAGER. NOTE: COLORS SHOW FOR EXAMPLE ONLY. FINAL COLORS TO BE SELECTED AND APPROVED BY PLANNING 0❑ +Y�4___—_—_—_— --______�_—___—_—___�_—_— x6811 p)� ©❑ EXTERIOR ELEVATION NOTES A GENERAL CONTRACTOR TO COORDINATE ANDSCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERALCONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GE NE RAL CONTRACTOR TO PROVIDE A RE TR EATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE, D. S IGNAGE CONTRACTOR S HALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONU M ENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWINGS) PRIOR TO FABRICATION TO STARBUCKS DESIGNER FOR APPROVAL E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE MATH LOCAL JURISDICTIONAL REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD APPROVAL. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWNGS. G. GENERAL CONTRACTOR TO CLEM. PATCH AND REPAIR EXISTING EXTERIOR M REQUIRED. SHEET NOTES 1, STUCCO PAINTEDSV T 2, 2. STUCCO PAINTED SW75M 3. INSTALL NEW SCONCE LIGHT. 4. METAL CANOPY PAINTED S l 5. INSTALL NEW MEDALLION C 0mi.. �w7 �a 4- -- B 0 Om STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 206 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STMBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION, THESE DRAWINGS AND SPECIFICATIONS ME INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STMBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND W NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ASOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PANTIES. STARBUCKS TEMPLATEVERSgN 001]05.18 ARCHITECT OF RECORD Md1 DUBLIN. ON 4 17 614,fl .T000T LU W J J Q O F w U � 0 LU Z LU Q W QJ n w LL �� Z zli V Zcc') O LU Q w Q 0 CL u d Q. Q STORE #: 6683 PROJECT #: 77483-001 ISSUE DATE: DESIGN MANAGER: CHRISORTM LEED®M: NIA PRODUCTION DESIGNER. WD PARTNERS CHECKED BY: LYN MALONEY RavibbR SCAeGYM SHEET TITLE: EXTERIOR ELEVATIONS SCALEAS SHOWN SHEET NUMBER: A-2002 E M S EXTERIOR ELEVATION NOTES SIGNAGE PERMIT TO BE A GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SUBMITTED SEPARATELY. RoAMTION WITH THE ITCCONTRACTORPOVINGM MINIMUM SCHEDULING NOTICE OF WEEKS _ ANDlWEE PRIOR TO SCHEDULED DATE OF SIGNAGE SHOWN FOR INSTALLATION.STARBUCKSCONSTRU CONSTRUCTION MANAGER GENERAL REFERENCE ONLY. ALL SIGNAGE TOPROVID CONTRACTOR CO TACTTIINNIO FORMATN. NTH SIGNAGE SHOP DRAWINGS TO BE B. GENERAL CONTRACTOR SHALL COORDINATE WITH APPROVED BY SBUX DESIGN ELECTRICALCONTRACTOR TO FURNISH AND INSTALLID ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WARE. MANAGER. CONNECTIONS. AND BREAKER AT PANEL BOARD ©m� NECESSARY TO SERVE SIGNAGE. C. GENERAL CON TRACTORTOPROVIDE FIRE TREATED STARBUCKS COFFEE W 0C G STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. COMPANY NOTE: COLORS SHOW D. SIGNAGECONTRACTORSHALLVERIFYSIZEAND 2401 UTAH AVENUE SOUTH LOCATION OFANY AND ALL ALLOWABLE MONUMENT OR SEATTLE, WASHINGTON 98134 FOR EXAMPLE ONLY. POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP 206 318-1575 FINAL COLORS TO BE DESIGN E RS�IAPPROVAL. TION TO STARBUCKS THESE DRAWINGS AN D SPECIFICATIONS ARE SELECTED AND APPROVED E. SIGNAGE CONTRACT OR TO INSTALL SIGNAGE IN C RE OP BY PLANNING COMPLANC NTH LOCAL REJURISDICTIONAL ICOWNER QUIEMENSANDOTBAINPT ERMANDLANDLORD THISWORRKTEY HAUL NIN NOT BE APPROVAL REPRODUCED (IN WHOLE OR IN PART), SHARED F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO WITH HERDPARTCS O EXTENSIONSSED TO NER STARBUCKS CONSTRUCTONMANAGERANOTOTHE ON OTHERTWITH UOREXTENSIONSTOTHIS GENERALCONTRACTOR AS NEEDED. GENERAL PROJECT ENT FSTARBUCKS TARBTHEPRIORWRITTEN CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION HE DRAW STARBU SPECOCATIONION. MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INTENDED TO EXPRESS SPECIFICATIONSARE INSTALLATION IS IN DISCREPANCY NTH STARSUCKS INTENOEDTOEXPRESSDESIKS STORE NTFORA ARCHITECTURAL DRAWINGS. PROTOTYPICALHANGE TASTORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. G. RENERAL IREXISNTRACTERIOCLEAN,PATCH AND ORUkBPARTY SHEOTHERANY OBLIGATION REPAIR EXISTNG EXTERIOR AS REQUIRED. NOR OVE)RYTO THE OTHER (EXCEPT STATED ABOVE) UNTR A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. SHEET NOTES STARBUCKS TEMPLATE VERSION 1201705.18 ARCHITECT OF RECORD 1. STUCCO PAINTED SW7568. 2, STUCCO PAINTED SW7675. 3. (E) WINDOW TRIM PAINTED SW7675. 4. INSTALL NEW M- DISK LOGO. vw S. INSTALL NEW W STACKED DT CABINET. 7007 DISCOVERY BLVD 6. INSTALL NEW SCONCE LIGHT. 614 L , OH �017 7. METAL CANOPY PAINTED SV"I B. INSTALL NEW MEDALLION EL @ MAIN ENTRANCE JN•ra } W J J O H 0 � O � rL 0 � LLJ Q U of J o 0 O �U �� U w� w DD z Q 0 0 �N 0. a�Q 8U. STORE #: 6683 PROJECT #: 77483-001 ISSUE DATE: DESIGN MANAGER: CHRIS ORTIZ LEEDOAP: NIA PRODUCTION DESIGNER: WD PARTNERS 0 CHECKEDBY: LYN MALONEY i RevlekK SChaOule D x Rev Deb By DN—ijxb 0 v� SHEETTITLE: EXTERIOR ELEVATIONS e• SCALE: AS SHOWN SHEET NUMBER: A-2003 EXTERIOR SIGNAGE SCHEDULE -"8" DESIGN ID COUNT DESCRIPTION RESP. COMMENTS SIGNAGE - DISK 1310 1 SIGN, DISK SF ILLUMINATED FLUSH VO MOUNTED EVOLVED - 481N 1220MM 13164 1 SIGN- DISK SF ILLUMINATED FLUSH VO MOUNTED EVOLVED. WIN 1525MM SIGNAGE- DRIVE THRU 14091 1 SIGN- DT DIRECTIONAL EXIT SIGN VD SUPPLY BY HILTON DISPLAYS. ILLUMINATED ARROWSERIES-461N CONTACT: WAYNE RHODES, 1170MM 854-313-9675OR WByneRhoU ,@HlltonDlsplay—m 14099 2 SIGN- DRIVE THRU ILLUMINATED VD ARROW SERIES FLUSH MOUNTED - RH - 481N 122 M 141M 1 SIGN - DTCLEARANCE SAR ARROW VD SUPPLY BY HILTON DISPLAYS. SERIES FREESTANDING CONTACT: WAYNE RHODES. 864-313W5 OR WByneRh—@HiI-Displays.com 1.21 1 SIGN- DT DIRECTIONAL ILLUMINATED VD SUPPLY BY HILTON DISPLAYS, ARROWSERIES-461N 1170MM CONTACT: WAYNE RHODES, 8 - 13-9675 OR WayneRhotles@HibnDisplays.Com ti ELEVATION @ MAIN ENTRY@ MAIN ENTRY =r-9• N O i sm 641' V.I.F. SHEET NOTES EXTERIOR ELEVATION NOTES NOTE: COLORS SHOW 1. STUCCO PAINTED SW7569. A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR FOR EXAMPLE ONLY. 2. STUCCO PAINTED SW7675. PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WE EKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF FINAL COLORS TO BE 3. (E) WINDOW TRIM PAINTED SW7675 INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE SELECTED AND APPROVED 4. INSTALL NEW BIT DISK LOGO. CONTRACTOR CONTACT INFORMATION. BY PLANNING 5 INSTALL NEW 4W STACKED DT CABINET SIGN B. GENERAL CONTRACTOR SHALL COORDINATE WITH Q ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL 6. INSTALL NEW SCONCE LIGHT. ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, ©xoir CONNECTIONS, AND BREAKER AT PANEL BOARD /�I/�+ /� 7. EXISTING DOOR TO PATIO SEATING. NECESSARY TO SERVE SIGNAGE. STARBUCKS COFFEE 8. METAL CANOPYPAINTED5WW91 C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED COMPANY WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT 9. INSTALL NEW MEDALLION SIGNAGE 2401 UTAH AVENUE SOUTH D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND SEATTLE, WASHINGTON 98134 LOCATION OFANY AND ALL ALLOWABLE MONUMENT OR 206 318-1575 POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS THESE DRAWINGS AND SPECIFlCATIONSARE DESIGNER FOR APPROVAL. CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, SIGNAGE PERMIT TO BE E SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN WHICH IS TH E OWN E R OF THE COPYRIGHT IN COMPLIANCE WITH LOCAL JURISDICTIONAL THIS WORK. THEY SHALL NOT BE SUBMITTED SEPARATELY. REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD REPRODUCED ON WHOLE OR IN PART), SHARED APPROVAL WITH THIRD PARTIES OR USED IN ANY MANNER SIGNAGE SHOWN FOR ONOTHERPROJECTSOREX ENSIONSTOTHIS F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO PROJECT WITHOUT THE PRIORWRITTEN REFERENCE ONLY. ALL SIGNAGE STARBUCKS CONSTRUCTIONMANAGERANDTOTHE CONSENT OF STARBUCKS CORPORATION. GENERAL CONTRACTOR AS NEEDED. GENERAL THESE DRAWINGS AND SPECIFICATIONS ARE SHOP DRAWINGS TO BE CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION INTENDEDTO EXPRESS DESIGN INTENT FORA TYPICALSTARBUCKS STORE IS APPROVED BY SBUX DESIGN MANAGER IMMEDIATELY IF SHOP DRAWINGS OR PH TO INSTALLATION IS IN DISCREPANCY WITH STARBUCKS SUBJECT TO CHANGE AT ANYTIME) AND DO ARCHITECTURAL DRAWINGS. NOT REFLECT ACTUAL SITE CONDITIONS. MANAGER. NEITHER PARTY SHALL HAVE ANY OBLIGATION G. GENERAL CONTRACTOR TO CLEAN, PATCH AND NOR LIABI LITY TO THE OTHER (EXCEPT STATED REPAIR EXISTING EXTERIOR AS REQUIRED. ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKSTEMPLATE VERSION i2017.05.18 ARCHITECT OF RECORD RESPONSIBILITY LEGEND CW PROVIDED BYCASEWORK VENDOR SB PROVIDED BY STARBUCKS md GC PROVIDED BY GENERAL CONTRACTOR 7007 DISCOVERY BLVD VD PROVIDED BY VENDOR DIRECT DUBLIN, OH 43017 NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH 614.634.NW T STARBUCKS DESIGN MANAGER PRIOR TO ORDERINGICONSTRUCTION 5'S X9001-ES —0-S LU LU J J Q O co � o w 3 X9001-ES 1 0 UJ X90IX1-ES O X5011 Z _.I C� T/ Q �� F ww z i J O �ZU azM ILl I- Q w 00) l 0 0- STORE #: 6683 — _ — _ — _ _ _ PROJECT#: 77483-001 ISSUE DATE: DESIGN MA NAGER:. NIA ORTR LEEDUCTI NIA PRODUCTION DESIGNER: LY PARTNERS CHECKED BY: LYN MALONEY Revlslon Sehw,la SHEET TITLE: EXTERIOR ELEVATIONS 0 2 4' 8' ® SCALE'AS SHOWN sa. w -ix SHEET NUMBER: A-2001 XX SS 6gW ES -ES SIGNAGE PERMIT TO BE SUBMITTED SEPARATELY. SIGNAGE SHOWN FOR REFERENCE ONLY. ALL SIGNAGE SHOP DRAWINGS TO BE APPROVED BY SBUX DESIGN MANAGER. NOTE: COLORS SHOW FOR EXAMPLE ONLY. e°°3E FINAL COLORS TO BE SELECTED AND APPROVED BY PLANNING ------�-�— - — - — - — --------- _C O -O O 4 3 ;L __ _____ ____� ... . OPEN r ELEVATION @ REAR SIDE - 1IP=1'-0' O O X9DO3-ES X9001-ES T 24'-r CL 19'-r - EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT. WIRE. CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERALCONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING. OR EQUIVALENT TO SUPPORT SIGNAGE. D. SIGNAGE CONTRACTOR S HALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIM TO FABRICATION TO STARBUCKS DESIGNER FOR APPROVAL E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL JURISDICTIONAL REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD APPROVAL. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERALCONTRACTORAS NEEDED. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS. G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. SHEET NOTES 1- STUCCO PAINTED SWl542. 2. STUCCOPAINTEDSW7675. 3. INSTALL NEW SCONCE LIGHT. 4. METAL CANOPY PAINTED SW.5991 5. INSTALL NEW MEDALLION B'-1P 1I'-1P 24'7' ELEVATION @ DRIVE THRU saw. 111' - 1'-0' yet- �l STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OSUGATION NOR UABILTIY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKSTEMPLATE VERSION i201705.18 Md DUBLIN, OH 43517 614,634.7000T w J J Q O w O Z LU Q O 11 w Z J O zV <Zc') O w Q C) Z a Ilj to a 0 I00 a 4 OU d STORE #: 6683 PROJECT #: 77483-001 ISSUE DATE: DESIGN MANAGER'. CHRIS ORTIZ LEEDOAP: NIA PRODUCTION DESIGNER: WD PARTNERS CHECKED BY: LYN MALONEY R-1.1 n Sch .W SHEET TITLE: EXTERIOR ELEVATIONS SCALE: AS SHOWN 0 Z N S SHEET NUMBER' sue'" ' A-2002 Z m 3 vl m v 0 �Im ELEVATION @ MAIN ENTRANCE sow. 111=1-i OPEN SIGNAGE PERMIT TO BE SUBMITTED SEPARATELY. SIGNAGE SHOWN FOR REFERENCE ONLY. ALL SIGNAGE SHOP DRAWINGS TO BE APPROVED BY SBUX DESIGN MANAGER. NOTE: COLORS SHOW FOR EXAMPLE ONLY. FINAL COLORS TO BE SELECTED AND APPROVED BY PLANNING 0 0 © © O I J\ (\ r ■ EXTERIOR ELEVATION NOTES A GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALIATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS. AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING. OR EQUIVALENTTO SUPPORT SIGNAGE. D. SIGNAGECONTRACTOR SHALLVERIFY SEE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWI NG(S) PRIOR TO FABRICATION TO STARSUCKS DESIGNER FOR APPROVAL E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL JURISDICTIONAL REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD APPROVAL F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERALCONTRACTORAS NEEDED. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS. G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. SHEET NOTES 1 STUCCO PAINTED SW7569, 2. STUCCO PAINTED SW7675. 3. (E) WINDOW TRIM PAINTED SW 75. 4. INSTALL NEW 48" DISK LOGO. S. INSTALL NEW STACKED DT CABINET. 6. INSTALL NEW SCONCE LIGHT, 7. METAL CANOPY PAINTED SW6991 S. INSTALL NEW MEDALUON OPEN O % m O STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION. WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REELECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES, STARBUCKS TEMPLATE VERSION Q01705.18 Md ]007 DISCOVERY BLVD DUBLIN. OR 4W17 614.631.7000T LU W J J Q O w O z w J Q U �� H w w w � Z J O z V <Zch w� wCOco �¢ D2 0 CL w0I�I�� 0-�Q OOa STORE#: 6683 PROJECT #: 77483-001 ISSUE DATE: DESIGN MANAGER: CHRISORTE LEEDGAP: NIA PRODUCTION DESIGNER: AD PARTNERS CHECKED BY: LYN MALONEY R-1—Schedule SHEET TITLE: EXTERIOR ELEVATIONS 0 T 4' 8' mw w • 1v SCALE: AS SHOWN rUMBER: A-2003 site data ZONING. PROPERTY OWNER. TUCSON RESTAURANTS. INC. PARCEL ID: 220 w PROPOSED USE: RESTAURANT EXISTING ZONING: PAD (PLANNED DEVELOPMENT) ADJACENT ZONING EAST: PAD( PUNNED DEVELOPMENT) AOJACENTZONINGWESTPAD IPLANNED DEVELOPMENT) ADJACENT ZONINGNORTH: PAD(PLANNEDOEVELOPMENT) ADJACENT ZONING SOUTH: PAD(PLANNEO DEVELOPMENT) SITE LAYOUT DATA MMMUM DRIVE AISLE W DTH. 24' STANDARD PARKING STALL —1B PARKING DATA: VEHICLE PARKING'. REQUIRED: (10) ONE PARKING SPACE PER 1.000 S.F. 3, 798 S.F. GROSS FLOOR AREA REQUIRES W PARKING SPACES PROVIDE -PA ING SPACES+ 2 ACCESSIBLE PARKING SPACES PER ADAAG = 46 PARKING SPACES TOTALONSITE. &CYCLE PARKING: REQUIRED:1 &CYCLE PARKING SPACE PER 20 REQUIRED VEHICLE PARKING SPACES. W REQUIRED VEHICLE PARKING SPACES REQUIRES 2 BICYCLE PARKING SPACES. PROVIDED:1 EXISTING BICYCLE RACK (3 SPACES). 2 PROPOSED BICYCLE RACKS (6 SPACES) = 9 BICYCLE SPACES TOTAL BUILDING DATA: BUILOINGAREA GROSSAREA: 3.7%SQUARE FEET BUILDING HEIGHT: 2—MAXIMUM NUMBER OF STOFUES: ONE AREA CALCULATIONS: ONSITE (PARCEL 220-09@20)'. PARCELACREAGE 5.—SQUARE FEET —CRIES) LIMITS OF DISTURBANCE. 2,423 SQUARE FEET (005 ACRES) PRE DEVELOPED IMPERVIOUS AREA: O SQUARE FEET (0 ACRES) POST -DEVELOPED IMPERVIOUS AREA: 1,421 SQUARE FEET (003 ACRES) OFFSITE IPAPCEL 220U9-0210). PARCEL ACREAGE: 36.001 SQUARE FEET (0.83 ACRES) LIMITS OF DISTURBANCE-. 42 SQUARE FEET (0.001 ACRES) PRE -DEVELOPED IMPERVIOUS AREA. 0 SQUARE FEET (0 ACRES) POST-DEVELOPEU IMPERVIOUS AREA. 42 SQUARE FEET (O WI ACRES) general notes A ASSURANCES FOR WATER SERVICE. SITE STABILIZATION AND LANDSCAPING MUST BE POSTED PRIOR TO THE ISSUANCE OF GRADING PERMITS, B. ALLSIGNAGE AND LIGHTING TO BE ADDRESSED AS PART OF A SEPARATE REVIEWAND APPROVAL PROCESS,. SPECIAL NOTE. CHANGES MADE TO THE DESIGN IDENTIFIED ON THESE DRAW NGS ANDIOR ASSOCIATED SPECIFICATIONS SHALLBE SUBMITTED TO THE ENGINEERIARCHITECTOF RECORD FOR REVIEWANDAPPROVAL PRIOR TO i MAKINGANY MODIFICATIONSTOTHEPROJECT. ANY DESIGN MODIFICATIONS, AS WELL AS ANY COSTS ASSOCIATED W TH SUCH MODIFICATIONS. MADE WITHOUT THE ENGINEER OF RECORDS WRITTEN APPROVAL SHALL BECOME THE RESPONSI&UTY OF THE CONTRACTOR. CONCEPTUAL SITE PLAN STARBUCKS OV1702829 basis of information A. ALL EXISTING CONDITIONS, TOPOGRAPHY, UTILITIES, EASEMENTS 8 LEGAL DESCRIPTION AREA AS TAKEN FROM A SURVEY OF LAIR SITUATED IN THE TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DATED AUGUST 1S 201). AS PREPARED BY: ALTA LAND SURVEY, INC. 5930 E. PIM4 STREET, SUITE 130 TUCSON, AZ.112 TEL 52.--1 CONTACT: JOHN DAVID REYES, R.LS. ELEVATIONS ARE BASED ON PIMA COUNtt DOT! CITY OF TLJCSON DOT OPUS CONTROL POINT 12S13E J25. ELEVATION OF SAID POINT IS 2552 474. NAVD 88 STARBUCKS COFFEE COMPANY 2401 UTAH AVE. SOUTH SEATTLE, WA 98134 206.318.1575 T FLOODPLAIN DATA: PROPERTY UES W THIN ZONE X (AREAS OUTSIDE THE 1%ANNUAL CHANCE FLOOD). COMMUNITY PANEL NUMBER 0401ECI-, EFFECTIVE DATE JUNE 16. 2011. site vicinity man promect contacts NOT TO SCALE CIVIL ENGINEER ZONING DEPARTMENT VM PARTNERS TOWN OF ORO VALLEY ]007 DISCOVERY BLVD 11000 N. LACANADADRIVE DUBLIN. OHIO 4 017 ORO VALLEY, AZ 85737 TE L. 614.634.7121 TEL: 520.229.48/1 ns »aysr snxcu W CONTACT: ANOREJ. SCHALL, P.E. EMAIL: andy.sch91I@,Ap dn—mm CONTACT: PAUL KEESLER AR ARCHITECT AR PARTNERS AD FIRE DEPARTMENT GOLDER RANCH FIRE DISTRICT 1130 E. RANCHO VISTOSO BLVD. .tea eosin. v 7007 DISCOVERY BLVD DUBLIN, OOVERY 1T OROVALLEY,AZ 85755 TEL 520.825.9001 -.... �,. TEL 614.634,7126 CONTACT: RANDY KARRER StTEv.�i CONTACT: CHRISTCIPHER K. DOERSCHLAG E-III: ch,m do rschIt,g@,WIXd s.mm TELEPHONE ... xs STORM WATER AT&T `r' ORO VALLEY PUMIC WORKS 7619 N. ORACLE ROAD, 0101 r 680 W. CALLE CONCORDIA ORO VALLEY,AZ8S704 " rr rnu .r v.cn nr I xvs ORO VALLEY, AZ65709 TEL: 520 4340 TEL: 520.229,4816 �. r„r.. x. <r Te s. vesivvr rv.n rowvrroues -r snv,4., r. s } xe�c �.ra ELECTRIC SANITARYSEWER TUCSON ELECTRIC POWER PIMA COUNTY REGIONAL WASTEWATER 88 E. BROADWAY BOULEVARD TUCSON, AZ 85/01 201 N. STONE AVENUE TUCSON, AZ 85701 TEL: 520 623.T711 TEL: 520.724.6609 NATURALGAS WATER SOUTHWEST GAS ORO VALLEY WATER UTILITIES PO BOX 9SSS* 11000 N. LA CANADA DRIVE LAS VEGAS, NV 89193 ORO VALLEY, AZ 85737 TEL 877.860,6320 TEL: 520.229.5000 CONTACT: PHILLIP SALETTA SEAL drawing index Sheet On— Sheet name _ Ia9t reYI6i0R date CIVII C-0001 COVER SHEET AND INDEX ALTA/NSPS SURVEY (2 SHEETS) O C-1001 SITE IMPROVEMENT PLAN C-1002 SITE GRADING 8 DRAINAGE PLAN L-1001 LANDSCAPE PLAN STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENnu AND SHALL REMAIN THE SOLE PROPERtt OF STARBUCKS CORPORATION, VMICH IS THEONMEROFTHECOPYRIGHTIN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. STARBUCKS TEMPLATE VERSION 120141020 ENGINEER OF RECORD md 0 0� 00 Q U Na} z W W tLI � Z a J ZV o J <zQ W W i Z Q O O (D O 2 Of a O a O� O U D STORE#' 15284-038 PROJECTit 6638 CASEWORKCONCEPT: ISSUE DATE'. 01 OB.2— DESIGN MANAGER: LEED®AP- WOPARTNERS PRODUCTION DESIGNER'. D. HECKLER CHECKED BY: A. SCHALL SHEET TITLE: COVER SHEET AND INDEX SCALE'. NONE SHEET NUMBER: C-0001 DATE: 01/08/2018 CONCEPTUAL SITE PLAN OV1702829 SCALE: N/A STARBUCKS CONTOUR A PORTION OF SECTION 7, T-12-S, R-14-E OF INTERVAL N/A THE G.BS.R.B.&M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 1 OF 4 SCHEDULE B - SECTION 11 EXCEPTIONS: A THE RIGHTS OF PARTIES IN POSSESSION BY REASON OF ANY UNRECORDED LEASE OR MONTH TO MONTH TENANCIES AFFECTING ANY PORTION OF THE WITHIN DESCRIBED PROPERTY. 9. THIS REPORT 0 FOR INFORMATIONAL PURPOSES ONLY AND IS NOT M BE CONSIDERED A COMMITMENT TO ISSUE ANY FORM OF TITLE INSURANCE. R IS FOR THE USE ONLY OF THE PARTY WHOORDERED ITAND LIABILITY. IF ANY, IS LIMITED TO THE AMOUNT OF THE FEE PAID. RECEIPT AND USE OF THIS REPORT SMALL BE EVIDENCE OF THE ACCEPTANCE OF THE TERMS HEREOF. C. THERE ARE NO OTHER RECORDED NATTERS AFFECTING THE TITLE TO THE LAID DESCRIBED N THIS REPORT. 1. RESERVATIONS CONTAINED N THE PATENT FROM THE UNITED STATES OF ANERICA RECORDED N BOOK T7 OF DEEDS AT PAGE 637, READ940 AS FOLLOWS: SUBJECTTOANY VESTID AND ACCRUED WATER RIGHTS FOR NNNB AGRICULTURAL., MANUFACTURING OR OTHER PURPOSES, AND RIGHTS TO DITCHES AND RESERVOIRS USED N CONNECTION WITH SUCH WATER RIGHTS AS MY BE RECOGNIZED AND ACIQXTKEDGED BY THE LOCAL CUSTOMS, LAWS AND DECISIONS OF COURTS; AND THERE IS RESERVED FROM THE LANDS HEREBY GRANTED, A RIGHT OF WAY THEREON FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES OF AMERICA. 'BLANKET RESERVATIONS, CANNOT RAT' 2. TAXES AND ASSESSMENTS COLLECTIBLE BY THE COUNTY TREASURER A LIEN NOT YET DUE AND PAYABLE FOR THE FOLLOWING YEAR 2017 'NOT SURVEY RELATED' 3 IMPROVEMENT LIEN PAYABLE N ANNUAL INSTALLMENTS, PLUS SEMIANNUAL INSTALLMENTS OF INTEREST; CITY OF ORO VALLEY SERIES NO. ORI FS ASSWAENTNO. 13 PURPOSE PAVING CONTACT CITY FOR SPECIFIC INFORHMTGN. MOT SURVEY RELATED' 4. LIABILITIES AND OBLIGATIONS IMPOSED UPON SAD LAND BY REASON OF ITS INCLUSION WITHIN THE FOLLOWING NAMED DISTRICT: ORACLE ROAD IMPROVEMENT DLSrnICT POCKET 12447AT PAGE 1212) GOLDEN RANCH FIRE DISTRICT POCKET 13250 AT PAGE 2018) .NOT SURVEY HEATED' 5. RESTRICTIONS, CONDITIONS, COVENANTS, RESERVATIONS, EASEMENTS, INCLUDING BUT NOT LIMITED TO ANY RECITALS CREATING EASEMENTS, LOBATE& OBLGO ATNS OR PARTY WALLS, OMITTING. IF ANY FROM THE ABOVE, ANY RESTRICTIONS BASED ON RACE, COLOR RELIGION SEX HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN CONTAINED N INSTRUMENT: 'BLANKET RESTRICTIONS, CANNOT PLOT AMENDMENT RECORDED It DOCKET 10090 AT PAGE 500 'OT ON PROPERTY' DOCKET 11554 AT PAGE 1756 'AS SHOWN ON NAP' SEQUENCE NO. 2 IS3210385 'NOT ON PROPERTY' . DEVELOPER MEMORANDUM RECORDED IN DOCKET 109W AT PAGE 459 'BLANKET RESTRICTIONS, CANNOT PLOr SEQUENCE NO.2H22KI00636 'NOT SURVEY RELATED' e. RESTRICTIONS, CONDITIONS, COVENANTS, RESERVATIONS, INCLUDING BUT NT UWITED TO ANY RECITALS CREATING EASEMENTS. LIABILITIES. OBLIGATIONS OR PARTY WALLS, OMTTNC I -ANY. FROM THE ABOVE, ANY RESTRICTIONS BASED ON RACE, COLOR RELIGION SEX HANDICAP, FAMLIAL STATUS OR NATIONAL ORIGIN CONTAINED N INSTRUMENT: RECORDED N DOCKET 94tl PAGE 1227 'BLANKET RESTRICTIONS, CANNOT PLOT ALTA LAND SURVEY, INC. SURWY , CONSIRICTION STAKING S WAFSNG 5930 E. PIMA STREET, SUITE 130 TUCSON, ARIZONA 85712 (526) 398-6651 7. RESTRICTIONS, CONDITKN4% COVENANTS, RFSE7VATK*4 INCLUDING BUT NUT LIMITED TO ANY RECITAL4 CREATING EASEMENTS, LiNEUT1E3, OBLIGATIONS OR PARTY WAILS, OMTTTING, IF ANY. FROM THE ABOVE, ANY RESTRICTIONS BASED ON RACE, COLOR RELIGION SEX HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN CONTAINED N INSTRUMENT: REOOfDED INDOCKET 11964 PAGE 3067 'NOT ON PROPERTY' AMENDMENT RECORDED N DOCKET 12498 AT PAGE 6941 Raw ON PROPERTY' S. AGREEMENT, ACCORDING M THE TERMS AND CONDITIONS. CONTAINED TIERED: PURPOSE DEVELOPMENT DATED JANUARY 11, 1993 RECORDED IN DOCKET 9180 PAGE 1233 'NANKETAGREEMErr. CANNOT PLOr 9. EASEMENT AND RIGHTS NCDENT THERETO .ASSET FORTH N INSTRUMENT: RECORDED IN DOCKET 2112 PAGE 234 PURPOSE UTILITIES ' ANNOT PLOT EASEMENT AS WRITTEN' 19. EASEMENT AND RIGHTS INCIDENT THERETO, AS SET FORTH N INSTRUMENT. RECORDED N DOCKET 9612 PAGE 738 PURPOSE ELECTRIC FACILITIES AND COMMUNICATION FACILITIES 'AS SHOWN ON MAP' 11. EASEMENT AND RIGHTS INCIDENT THERETO. ASSET FORTH N INSTRUMENT' RECORDED N DOCKET 10257 PAGE 203 PURPOSE UTILITIES PROPERTY' 'NOT ON PROP 12 EASEMENT AND RIGHTS INCIDENT THERETO, ASSET FORTH N INSTRUMENT. RECORD DIN DOCKET 10tl0 PAGE 3" PURPOSE WATER LIKES 'AS SHOWN ON YM' 1L EASEMENT AND RIGHTS INCIDENT THERETO. AS SET FORTH N NSTRUMENT: RECORDED INDOCKET 10708 PAGE 1001 PURPOSE ELECTRIC FACILITIES AND COMMUNICATION FACILITIES 'AS SHOWN ON AMP' 14. EASEMENT AND RIGHTS INCIDENT THERETO, AS SET FORTH N INSTRUMENT. RECORDED IN DOCKET 11477 PAGE 203 PURPOSE INGRESS AND EGRESS 'AS SHOWN W MA' 15. LEASEHOLD. UNDER THE TERMS AND CONDITIONS OF AN U PZOOROED LEASE MADE BY. LESSOR DOMINO SCALEwwA ADGLORA SCALETTA HUSBAND AND WIFE LESSEE TUCSON RESTAURANTS. INC.. AN ARIZONA CORPORATION DATED NOVEAEER 01, 2J00 AS DISCLOSED BY MEMORANDUM OF LEASE RECORDED NOVEMBER W, 2DO DOCKET 11422 PAGE 1745 *NOT SURVEY RELATED' NOTE TAX PARCFM NO. FOR 2016IS 2200B,= NOTE: VESTING DOCUMENTS RECORDED N DOCKET 10683 AT PAGE 702 AND DOCKET 1318D AT PAGE 1087 END OF SCHEDULE 8 BOOK_ SURVEY, PAGE_ LEGAL DESCRIPTION PARCEL 1: THAT PORTION OF SECTION 7, TOWNSNG HP 12 SOUTH, NAME /4 EAST. GLA AND SAT RIVER BASE AID MERIDIAK PIMA COUNTY, ARIZONA. DESCRIBED AS FOLLOWS: COMMISSIONS AT THE SOUTHEAST CORNER OF SECTION 12 TOWNSHIP 12 SWIM, RAMIE 12 EAST, GDA AND SALT RIVER WE AND YERIDIAR PIMA COUNTY. ARIZONA; THENCE NORTH tl DEGREES 1S MINUTES 33 SECONDS WEST, ALONG THE LINE COIYION TO SAD SECODS 7AND 12. A DISTANCE OF SEEM FEET TO THE NORTH RNHR#MAY LINE OF PUSCH VIEW LANE; THENCE NORTH tl DEGREE! tl MINUTES 51 SECONDS EAST, ALONG SAD RMGHT.0 LINE,ApffANU1 OF 2174 FEET TO A POINT OF CURVATURE OF ATANGENT CURVE CONCAVE M THESWTT, THENCE EAFMMYALONG3AD RgIFI-0FMAY LRE AND THE AMC O'LID CURVE TO THE RENT. RAVING A RADIUS OF 738M FEET AND A CENTRAL ANGLE 38 DEGREES 02 SUN UTES IM SECONDS FOR AN ARC DISTANCE OF 400N FEET TO A POINT OF REVERSE CURVATURE OF A TANGENT CURVE CONCAVE M THE THENCE EASTERLY ALONG LID RIOH7OFMAY LSE AND THE ARC OF SAD CURVE, TO THE LEFT, RARING A RADIUS OF SLAG FEET AND A CENTRAL ANGLE OF 80 DEGREES 25 YNGTES 17 SECONDS FOR AN ARC DISTANCE OF 75.42 FEET TO A POINT OF TANGENCY ON THE NORTHEASTERLY 1I11*I74FMAY LINE OF ORACLE ROAD. RECORDED IN DOCKET 4" AT PAGE IA THENCE NORTH 41 DEGREES 25 MINUTES N SECONDS EAST, ALONG SAD RIGHT-OF-WAY LINE, A DISTANCE OF 1221A5 FEET TO THE POINT OF BEGINNING, THENCE CONTINUE NORTH DEGREES tl MINUTES IN SECONDS EAST, ALONG SAID RKGHTOFMAY LINE A DISTANCE OF 157.79 FEET TO A POINT OF CURVATURE OF A TANGENT CHINE CONCAVE TO THE SOUTHEAST, THENCE NORTHEASTERLY ALONG SAID RIONTOFMAY LINE, THE ARC OF SAID CURVE, TO THE RIGHT. RAVING A RADIUS OF 10AYS22 FEET AND A CENTRAL ANGLE OF tl DEGREES 22 MAIM IS SECONDS FOR AN ADC DISTANCE OF 100Af FEET TO AN NI TANENTT LSE; THENCE MOWN All DEGREES 10 MINUTES tl SECONDS WEST, A DISTANCE OF 20500 FEET; THENCE SOUTH 41 pEOREB tl MINUTE= 38 SECONDS WEST, A DISTANCE OF 7LIS FEET TO A POINT OF CURVATURE OF A TANGENT CARVE CONCAVE WTHE NORTHWEST: THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE TO THE NIGHT, RAVING A RADIUS OF INN FEET AND A CORRAL ANGLE OF29 DEGREES 05 MINUTES 98 SECONDS FOR AN ARC DISTANCE OF "M FEET TO PONT OF REVERSE CURVATURE OF ATANGENT CURVE CONCAVE TO THE BO TIEANT; THENCE SOUTHWESTERLY ALONG THE ARC OF SAD CURVE, TO THE LEFT, HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 26 DEGREES OS MINUTES tl SECONDD FOR AN ARC DISTANCE OF 45B2 FEET TO A POINT OF TANGENCY; THENCE SOUTH 41 DEGREES 26 MINUTES tl SECONDS WEST.A DISTANCE OF HIS.G FEET; THENCE SOUTH 46 DEGREES 33 YUIUTES 22 SECONDS EAST, A PARCEL T EASEMENTS FOR INGRESS AND EGRESS, PARTING AND UTILITIES AS BET FORTH N DOCKET NO AT PAGE 1110 AND AS AMENDED N DOCKET LOOM AT PAGE 50A WOW 111664 AT PAGE 1759 AND SEQUENCE NO, 201532103"; AND N DOCKE71/NM ATPAGE 3007 AND AS AIERDED N DOCKET UM AT PAGE 041. PPRROW 17-248 A.L.T.A./N.S.P.S. TABLE A ITEMS: 1. SET MONUMENTS AT PROPERTY CORNERS AS INDICATED L ADDRESSES FOR ALL PARCELS ARE SHOWN.THE SUBJECT PROPERTY ADDRESS B 10515 N. ORACLE ROAD' S. THE FLOOD ZONE FOR THIS PROPERTY IS ZONE 7C. PER PEN A FLOOD MAP NI.0N019C108Y- MA' REVISED DATE DUNE MI. 2011 4. GROSS LAND AREA 57,970 SQ FT. 3 OR 1.33 ACRES S CONTOURS AND SPOT ELEVATIONS ARE SHOWN. CONTOUR INTERVAL 01.0 FOOT. Eft ZONING REPORT OR LETTER WAS NOT PROVIDED TO THE SURVEYOR BY THE CLIENT. 7(4). BUILDING DIMENSIONS ARE SHOWN, 7(b.1) THE SQUARE FOOTAGE OF THE BUILDING 0 3,784 SQUARE FEET. 7(c) THE BUILDING HEIGHT B 2410 FEET. S. SUBSTANTIAL FEATURES ARE SHOWN. 9. PARKING STRUTS ARE SHOWN ON MAP. THERE ARE 45 TOTAL PARKING SPACES. 43 REGULAR 2 MAN MCAP. 11. OBSERVABLE, ABOVE GROUND UTILITIES ARE SHOWN. 13 NAMES OF ADJOINING OWNERS ME SHOWN. 14. THE DISTANCE FROM THE PHYSICAL ACCESS POINT OF THE SUBJECT PROPERTY TO THE INTERSECTION OF ORACLE ROAD AND 1ST AVENUE 0 345 FEET TO THE NORTHEAST 16. THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK 17. THERE ARE NO MOWN CHANCES TO THE RIGHT OF WAY U ES RESOURCE DOCUMENTS: (R1) BOOK 51 OF MAPS OF PUTS, PAGE 70 (R2) CONDITION OF TITLE REPORT ISSUED BY TOLE SECURITY AGENCY. U.C. N. 80015287-0014113, EFFECTIVE DATE AINE 15, 2017 (R3) DOCKET 11564, PAGE 170 BOOK 770E DEEDS. PAGE 637 DOCKET 479. PAGE 114 DOCKET 2112, PAGE 234 DOCKET "SU. PAGE 1110 DOKETIAN PAGE 1227 DOCKET 9160, PAGE 1233 DOCKET 9612, PAGE 736 DOCKET 10090 PAGE 509 DOCKET IBM. PAGE 206 DOCKET 10680, PAGE 3900 DOCKET MM. PAGE 702 DOCKET 107M PAGE 1091 DOCKET VIEW. PAGE 459 DOCKET 1142Z PAGE 1745 DOCKET 11477, PAGE 2003 DOCKET 11954, PAGE 3057 DOCKET 12447, PAGE 1212 DOCKET 124M PAGE 0041 DOCKET 13160 PAGE 1067 DOCKET ISM PAGE 2916 SEC. N. 2012.2000636 SEQ NL 2H5321 W65 PIMA COUNTY RECORDS PIMA COUNTY, ARIZONA BASIS OF BEARINGS: BEARINGS ARE BASED W G.P.S. NORM BASIS OF ELEVATIONS: ELEVATIONS ARE BASED ON PIMA COUNTY D.O.T. / CITY OF TUCSON D O.T. OPUS CONTROL POOT'12S13E JGS THE ELEVATION SAID POINT 0 2552474. NAVOSS. A PORTION OF SECTION 7, T-12-S, R-14-E OF THE G.&S.R.B.&M. PIMA COUNTY, ARIZONA PROJECT LOCATION SURVEY LOCATION MAP CERTIFICATION TO. TITLE SECURITYAGENCY; I EONARD S TEISE ; DOMNC SCM.ETTA AN UNMARRED MIN AND GLORA SCALETTA AN UNMARRIED WOMAN. AS TENANTS N COMMON: INS ISM CERTIFY THIATTHS MAP OR PUT AD THE SURVEY ON WHICH IT 0 BASED WERE MADE N ACCORDANCE WITH THE 2010 MINIMUM STANDARD DETAL REQNRFMENiS FOR ATNriSPS LAND TIRE SURVEYS. JOINTLY ESTABLISHED ANDADOPTED BY ALTA AND NSPB. AND NQUEES ITEMS 1.2. A 4. S. 6l4 7(F), 7(b27(c), 4 9. 11, M 14, IS, AND 17 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON AUGUST 14, 2017. DATE OF RAT OR MAP: AUGUST 15, 2017 yY 41603 m w JOHN DAVID t _ REYES"\ A JOHN DAVID REYES RL6.04180T EXPIRES: 1231-1019 RECORDING DATA: RECORDING DATA SEQUENCE- FEE - STATE OF ARIZONA COUNTY OF PIMA I HEREBY CERTIFY THAT THE INSTOYENT WAS FLED FOR RECORD AT THE REQUEST OF: DATE TIME WITNESS MY WAND AND OFFICIAL SEAL DAYAD YEAR ABOVE WRITTEN. F. AN D RODRIGUEZ. COUNTY RECORDER BY: DEPUTY 0 t0 20 b 50 N SCALE 1" = 20' 220-09-MO 10595 N. ORACLE ROAD 1 0625N. ORACLE ROAD CREW fOW N. ORACLE ROAD ROONEY RANCH, LLC �A CURB IS ON y PROPERTY LINE O O y6 1 CATCH BASIN RIM a 2561.05 PIPE INVERT >< 1557J7 PIPE DIRECTION UNKNO \ N / MAG NAIL NTH DISK, NO I.D. / 5.00'(M)(R3 SENER MANHOLE No. 3 A.L.T.A./N.S.P.S. SURVEY nb , ."\ >v\y \ \ \ h 220-09-0230 SE R MANHOLE No. V\ry 256366/ / � 10661 N. ORACLE ROAD y KROGER CO. CURB IS ON 563q PROPERTY LINE y q2 / / 'Te•� 10' CTRI EA ENT PER D . 96 38 i No. 220-09-0240 62. O \ al \a°1 10655 N. ORACLE ROAD VOLK ROBERT DAMES a 20 LIVING TR. \ 36' INCRESSAGRESS EASEMENT PER DKT. 2803 O 3: q b gb�bb ' 2 CH. B ITEMM No. No. 14 14 / r _C622y : Zybb� i 2yb2 yb r 2yby.1 256ybq rq rL/ b3 A9 / O \ b II WITHNODISK D. �JJ 2yb3y2 y ♦ / yb3 /' / /2y62T2 g 2B \ 2ybb \ 2ybb 25 r kl�\l O 25' OFFSITE WA9PER EA EA ./ O 3 2y bq 4V \ \ •,• •• �J/ 4 560 •:. q3 /� SCH. B ITEM No- 12 / r.� 2yb2g3 63\ r r r bgj2 pbb. \:\ y 2 2y6 � II SEWER MAN N. 1 � •:: Tq � � G 63 630q• S6. - .` / b 7 / h 0-0g.0 0 / 1 615N.ORACL ROAD / T SI.3J 9 PHYSICAL SS TO 8-r 2y63Vq /2y62. / ANEZ}'6 2y6 gb / ORACLE ROAD AN�,GIryUCTURE \ \ \ 256. I 256 g�/ r 2gb"2D r 2563p6 a 2�6 �\ BL 1-STORY BUILDING 4 / / M1 I I �DIIDING9H IGHT - 24.0 I� / 2g63/ r 2yb32q \ 2�329 / // `\ / - \ \ •', III, III ill �� 6 r2s6351 BLOCK WALL 220-09-0210 `��• P 2 \ BRASS CAPPED IOM N. ORACLE ROAD Fa1�J �-+�- B I r 3 SURVEY MONUMENT IVERSON FAMILY scb$j °' r Z� L2\ C.LS. J9614 INVESTMENTS, LLC r�� \ \1/4 COR. SEC. 7 6B ZA 256 OVERHEAD STRUCTURE, q \ ATTACHES TO BUILDIN ♦\ r 2yb3\\ \ TO THE SOI/TNW£57 CURB IS ON I PROPERTY LINE \ 2 \ \ f r, \ \ Bb 5 WA IO' ELECTRIC , PC, 1 56 O r / PER DKT.. B 17 I 13 / I do 91 SCH. B ITEM N. 13 - \ N89.48'19-E 28.74'(M) y u `NB9'49'51'E 28.74�(Rl)(R2) \ J Fey 1 -� 1/2- IRON REBA u NTH NO TAG 62� yb5 e I m \ POINT OF BEGINNING a .^;.. PARCEL I �\ J .• a ♦tiry'V/ 69 O BRASS CAPPED lLll-f/�$URVFY MONUMENT / .. W. COR SEC. 7 \ _ - L2 ALTA LAND SURVEY, INC. S RVEYING, CONSTRUCTION STAKRG k DRAFIING 5930 E. PIMA STREET, SUITE 130 FEE# BOOK_ SURVEY, PAGE_ TUCSON, ARIZONA 85712 PI (520) 398-6651 NO. 17-2.48 Dale: 117 { 620 �1y��4p{ V65 r i`og3 D�N��V M1 3V BUILDING DIMENSIONS LINE BEARING DISTANCE BLt S412514'W 37.75 BL2 N48.3446 4.50 BL3 N4125'14'E 0.24' BLA N48.34 46' 92.11' BL5 N4125'14'E 41.61' BL6 S48'3446"E 35.37 BL7 N41'25014'E 2.90' BLB S48'34'46E 4.10 Big S412514 W 7.00 BLIO S48'J4'46'E 57.15' SEWER MANHOLE DATA: MANHOLE No. RIM EL. INV. N.E. EL NV S.W. EL I 2563.52 2552.78 2552.93 2 2564.17 1 2554.23 2554.04 3 1 2565.1/ 1 2555.22 1 2554.66 CURVE DATA: CURVE RADIUS ARC LENGTH DELTA ANGLE 739.49' 490.89' 38172'04'C2 50.00' 75.42 8625'I7 C3 16,470.22- I09.87 02256 g,1OURCEC1 16 470.22' 109.91 022'56-C4 100.00' 45.53 26'OSOS C5 100.00' 45.5J 26'0505 A PORTION OF SECTION 7, T-12-S, R-14-E OF THE G.&S.R.B.&M. PIMA COUNTY, ARIZONA AMCAMC CheckedBJDR Revision: RevisbRevisi Revisb H 512017 Sheet: Date: LEGEND: O SET 1rz' IRON REBAR 11 ASTIC CAP- RLS 41600 O SET MAG NAIL WITAG-RLS41800 O FOUND MONIANENT AS NOTED (M) MEASUREDDATA (RY) RECORD PER REFERENCE TABLE - - ALIIACENT PROPERTY LINE - - - - EASEMENT LINE E - ELECTRIC BLUESTAKE - G - NATURAL GAS SLUESTAKE OVERHEAD UTILITY -.. -.. - PARKING STRIPE - - - PROPERTY UNE - I - SEWER 8LUESTAKE OFSLOPE - - TOP OF SLOPE - v WATER BLUESTAKE ® AIR RELEASE VALVE ® BACK FLOW PREVENTOR • BOLL.AROI POST 2 DRAIN m ELECTRIC METER 13 ELECTRIC TRANSFORMER O FIRE HYDRANT AF GAS LINE MARKER ® GAS METER ® GAS VALVE ® GREASE TRAP MANHOLE b HANDICAP PARKING O LIGHT POLE 6 MAILBOX 'O. POWER POLE 0 SEWER CLEANOUT 0 SEWER MANHOLE II SIGN m TELEPHONE PEDESTAL O UNKNOWN UTILTY m WATER METER ® WATER VALVE ASPHALT PAVEMEM /® BUD -DING AREA CONCRETE I y Q -- -- .m u I ).00 24 /. Air I .y 7-1 G`P i I vo o I �s�vp�1ip Pe �ppOQodX ��9g q0 �op � z- GQ sue.. WA EA';EMENf Y K • i Q� I I it g e i i / I i p I.. i r Ji 44 I ' I)OD I � ✓W : UL S% 1 I i , TYP 13 BOD 5.00 11.00 9. R. 9.OD B IS G..tea TYR. ,y t5 \\ 4 tar .. 4 �a.Lfem e i 1 E I 1 w 1 GG J,4 ]Iy T *- BUILDING 66 1 50D OD �� (f� q 500 214 — yW 4Q r I keyed notes O CONCRETEs1Q-- O CROSSWPII(PAYEMENTMPRKING.AIHFDAEPDY MIX PER PDOTSPECIFICAnONS. Oj FORMED CONCRETE CURB OCURB RAMP, TYPE A OCURB RAMP, TYPE 5. OACCESSIBLE ROUTEFROMBUILDINGTOPUBUCRIGHT-OFWAY. CROSSSLOPEISNOTTO EXCEED2— OEXISTINGSIDEWAD(. OALKYD -READY MIX PAVEMENT STRIPING PER ADOTSPECIFICATONS. Og RELOCATED"EEL $MR(4 TYPICAL). O12' MADE STOP BAR. ALKYD READYMIX PAVEMENTMARKING IN ACCORDANCE MTH ADOT SPECIRCATONS. O WHIGHSTENCILE DAL REA MIXPAYEMENTMARKINGINACCORDANCEMTIIADOT SPEOACCESSIBIEPMI NGSTNL SARDA4CESBNSLESYWLCOMPLYWITHADAANDLOCAL REGULATIONS. O sYMea CF occEsvewTY. O ACCESSIBLEPARNNGSIGNANDSUPPORT 15 RELOCATEDMALBOXANDSUPMAT. PRO.ODEFOUNOATQYTOMATCHEXISTING MNLBOX SUPPORT FOUNDATION. OEXISTING BICYCLE RACK. ODAIW — LANE Cn1RPLSHEES.ENT—ING. SIGNAGE AND EQUIPMENT SEE AACHIMO FITTINGSAPPURTENANCES VALVES, AND MAINTAIN EXIS'O G IRRIGATION SYSTEM RECONNECT B�G Y GRPIPE. OPERATONS.RS, O PROPOSED BICYCLE RACK. SEE SHEETT-= OASPHALTPAMNG. 21 AEPHALTTRANEITION. OEXISTING SCREEN WALL. O SAWCUTINLOOPTMERATDRYETHRL—DOW. SEEARCHITECTUALSHEETS. OCONCRETESIDEWALX. COLCRBHALLSHALLMATCHTHEEXSTNGSDEWA LOCATED ALONG ORACLE ROAD DIRECTLY TO THE NORTH. OCROWNXIL(TEXTUREOCONCNETEPAYEMENT legend PAYEMENr EEOETNLSNEETL-iEQT MEDET NAIUR GRAYCCNCRETE LANDSCAPE REFER TO LANDSCAPE PLAN SEE SHEETiD W ADAACCEWIM ROUTE. 9 (ME KEYED NOTE AQ UMITSOFDISTURBANCE. ------------ a. D TO 20 40 SCALE: 1" = 20.00' 1<d Know what's below. °y Call before you dig. SCALE: 1"-20' STARBUCKS CONTOUR A PORTION OF SECTION 7, T-12S, R-14-E OF INTERVAL WA THE G.BS.R.B.BM., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE. WASHINGTON 98134 (206)318-1575 THESE —NGS AND SPECIRcATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS Cp2PIXunON, VMICH IS THE OWNER OF THE COPYRIGHT IN THIS YWRK, THEY SHALL NOT BE REPRODUCED ON —04-E OR IN PARr), SHARED VATH THIRD PARTES CR USED IN ANY MANNER ON OTHER PROLECTS OR EXTENSIONS TO THIS RRO3 CT wTHOUT THE PRIOR —TTEN CONSENT OF sTARBUCI(S coRPwAnoN_ STARBUCKS TEMPLATE VERSION 12014,10,20 ENGINEER OF RECORD vW L0 0 J Q w q} J S O Q�j 2 Q Z j r r O wU wLn ZQ ¢ a 0 a ,Of D .- O O U d STORE #: 15284-M PROJECT #. 6638 CASE —CONCEPT: ISSUE DATE: DESIGN MANAGER: LEEDmM: PR TION DESIGNER. Ut 1..1. WDPARTNERS D. HECKLER SHEETTITLE: SITE IMPROVEMENT PLAN NUMBER: C-1001 2 OF 4 keyed notes OPROPOSEDTOP OFCURBRAMPTOMEETANDMATCHGRADESOFEXISTNGSOEWM SUCH THATCURB RAMP RUNNING SLOPE DOES NOTEXCEED 1,12 AND CURB RAMP CROSS SLOP ENOTTOEKCEED1:A PRIORMWNSTRUCTW.NOTFYTHEENGINEER OF ANY DISCREPANCY O s-0' MINIMUMWIDTHW ACCESSELERTEUIL FROMBDINGTOPUBUC RIGHTOF-WAY CROSS SLOPE IS NOT TO EXCEED I Q gradong legend EXISTING SPOT ELEVATION. EXISTINGCONTOUR: PROPOSED RUNOFF FLOW. 2.1. PROPOSED SPOT ELEVATON. )G� PROPOSEDSPOTELEVATON.rov (ATCURB) NFM ROvnXNE MEETEXISTINGGRPDESMWTI,il KE ADAACCESSIBLE ROUTE. (SEE KEYEDNOTE A2) � 113011111113111 UMTSOFDISTJRDANCE. ________.______ SILTFENCE -SF- SEECETALSHEETL-{SSS scone of erosion control THE CW TRACTOR SHAL CONTROL SOIL EROSION RESULTING FROM THE PROPOSEO IMRROVEMENTS. THE USE OF SILT FENCING. JUTE WTTNG. SILT CHECKS. INLET PROTECTION AROUND ALL CATCH BASINS. STPBIUZED CONSTRUCTION ENTRANCE($). ETC. MAY BE REWIRED, REFER TO PLAN. SEDIMENT CONTRO SMUCIURESDWCES SHALL BE INSTALLED IN ACCORDANCE WITHTHELATESTEDITONOFTHEADOTEROSONANOPOLLUng CONTROLMANUAI. SEDIMENT CON1TiWOEMCESMWTBEINSTAUEDPR MBEGINNINGANYCWSTRIICTONACTMW THE CONTRACTOR SHALL BE RESPONSIBLE FOR WN7NUED INSPECTON MTD MANMNMTCE 6 A SEDIMENTCONTROLDE4KES 1HECONTRACTORSHMLFOLLOWTHEREOUIREMENTSSETFORTIN ON THE APPROVED STGRMMMR POLLUTION MR NTON PLAN IF APPUCABLE, OR AS DETALED ON THE CONSTRUCTION PLANS, AS SPECIFIED BY THE TOWN OF ORO VALLEY, RMA COUNTY, ARIZONA ITIS THE WNTPACTYJRS RESPONSIBIUTY TO UPDATE BMP CONTROLS AB SITE WNUTONS WARRANT MORECONTROLSMAYBEREDUIREDPERSITE WNDTIONS. THECONTRACTORSHALL INCLUDE THESE COSTS IN ME BASE BID. M—EA WHERE EROBION G OBSER D MUST BE ADDRESSED BY THE CONTRACTOR. Y ETHER SHOWN ON THE PLANS OR NOT. IN THE CASE THAT DOWNSTREW EROSION IS OBSERVED. THE CONTRACTOR MUST CONTACT n1E ENGINEER OF RECORD FOR RECOMMENDATIONS. PERMANENT EROSION CONTROL AND SOIL STABIUI TON IS THE RESPOINSIBIUTY OF THE CONTRACTOR. THEINTENTOFIHISPLAN IS TO RROMOE GDOANCE FOR RACEMENTOF BEST MANAGEMENTPRACTICES. CONTRACTOR SHALL BE RESPONSBLE FOR PROPER CLEANING AND OISPDSALOF ANY DEBRIS TWEN OFF SITE. CONTRACTOR IS RESPONSIBLE FOR ALL FINESAND FEES FOR IMPROPER PLACEMENTOR—NTENANCE OF CONTROLS. REVISION DESCRIPTION 15. 0 10 20 AO Know wnaYsbelow. SCALE: 1'=20.00' f`110. Cell before you dig. SCALE: 1"-20' STARBUCKS CONTOUR A PORTION OF SECTION 7, T-12-S, R-14-E OF INTERVAL 1' THE G.BS.R.B.BM., TOWN OF ORO VALLEY, PIMA COUNTY. ARIZONA ©w, STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 THESE DRAVANGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHML REMNN THE SOLE PROPERTY OF STARBUU(S CORPIXUTION, WHICH IS THE OVMER OF THE COPYRIGHT IN THIS IORK. THEY SHALL NOT BE REPRODUCED QN VALLLE OR IN PINT). SHARED WITH THIRD PARTIES OR USED IN ANY-NNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCIES CORFORAn— STARBUCKS TEMPLATE VERSION 1201♦ 10 20 ENGINEER OF RECORD md 0 U) a i7 r 0 Ln Z NN� U Q N a } z W 0 W Z a J o J ZV <za z �oI= a O� a Q a O U (- STORE #: 15284-038 PROJECT#: 6638 CASEV CONCEPT: ISSUE DATE: U1.08.201A DESIGN MANAGER: LEEDOAP: VA PARTNERS RROD TIONDESIGNER: D.HECKLER CHECKED By A.SCHALL Rev Data B Deam - SHEET TITLE: SITE GRADING AND DRAINAGE PLAN scwLE: Asses SHEET NUMBER: C-1002 OV1702829 3 OF 4 1 1 � 1 I � I _ 1 1 1 0%�OAf3o�sa d• 400��a 1'p ��ETKIsn�s ALL TEAARIEN BE e LD(ISTTNG sHRuaro BE REMa.ED (Tw.) i PIG ' F/J(Z6TNG SNAP TO BE REMOVm /Z LANDSCAPE IAF�SPE BUiFERYPAD TO REMAIN nYIP 1 \1Q HP QU I j PG DD 2 DD EXISTING 3.5 TALLSCREEN WALL DYP) I 1 UM PIANIIA (ION.) PG ' SUTFENCE 2 I I PANELS. SEE �f ® ® •> AROIITECIIJRA •. PUNS("./ T ♦ •..I HP Dtll HP OG b giu I ' 1 c_' 1 ; ( a u EXISTING LAN AN ITNG PR BIKE RACKS (Ott 2N • �•(� PLANTER jTYP.J III I \ TO REMAIN RYP.) IS BIKE CAPACT).'�t 4 ml \ pW, SEE DETAIL ZMEET. & EXISTING BIKE 4�10 \ HP aBKECMAR7 LM T @I - 7 Y •��d SHADED DnD00R O 1 _ - SUING. SEE TON.-ARD/ITECTUNL AM O I PUNTS E DG _ — — — — — 0 K;A EX(ISTNG SHRUB (TYP.) I .. EXISTING 3.6 TAIL SCREEN WALL I - -I I � Fr 1yL� PLANTING SCHEDULE --I-NAME SIZE SYMBOL KEY Ott. COMMON NAME CONDTION COMMENTS PROSMS THORNLESS HONEY MEGV OULOSSQU4 MAVEITE RICK 2, CPL 24"BOX W WATERING NEEDS TYPE SEE TREE PLANTING DETAL DARYLRIONWHEELERI AKc +rt DW B OESERr SPOON 24'HT SGAL AIERING NEEDS ME 1-2 SEE SHRUB MNnNC DETAILcAL HESPERALOE PAAMFLORA IY HP 32 RE)YUCCA 15"-18"MT SGAL WATERING NEEDS TYPE. 1-2 IMTAU MONME DENSIS ® LM 21 TRaUNG—TANA 12'HTSPR 1GAL SOC WA RIN N ECOMPOSEDGRANITE-1/2' MINUS, 2- MINDEPTH, COLOR TO MATCH %ISTNG ON. APPLY TO DISTURBED AREAS WITHIN UMM OF DSTJRBMCE SEE PLATING NO TES. LEGEND - EXISTING OEXISTING TREE TO REMAIN 0 EXISRNGSHRUBTOREMAN EXISTING SHRUB TO BE REMOVED PROP. TREE PROTECTION FENCING ----- OISTNG BIKE RAG( A GENERAL CONTRACTOR SHALL PROVIDE TREE PROTECTION AROUND EXISTING TREES TO REMAIN WITHIN UNITS OF PROPOSED CONSTFUCTXON PRIOR TO BEGMNING DEMOUTON /GRADING ALTMTY ME TREE PROTECTION FENCING DETAL, B. GENERA CONTRACTORSHALREMOYESTUMPANDNEARBY ROOTS TO A DEPTH OF 18' FOR EXSTNG PLANT MATERIAL TO SE REMOVED. s landscape code rntG 4 SCREENING: PARKING FACWTES AND/OR INTERN& DRIVS WHICH ABUTA PUBLIC RIGHT-OFWAYOR WHERE VEHEPDUGHIS MAY SHINEONADJACENTNATURAL P SPACESSHALLPROMOSA MINIMUM35HIGH DECOMARATIVE MASONRY WALLMO/OR OEPPESSEDPARMNG,ONACOMBINATON THEREOF. (SECTION 2).6 C.S.6M EXISTING 3.5 HIGH WALL & 3.5 HIGH BERM PROMDED 1 CANOPY TREE SHAL BE PVWTED FOR EACH SLAND. S W TREESWITHIN PM KING ISLAND SHALLBE AMINMUM OF24'BOXOR 2-SPADED.(SECTON276C.6.D.u&iil) CANOPY TREESATEACHISIANDPROMDED - ALLBUWINGSGHALLHUVEAMINIMUM10V DSCA➢EDMEAONALLFWRSIDESOFTHEBUIWING. CLUSTERS OF POTTED RANTS AND RASED RANTER AREAS MAY BE UTUMD WHERE PLANTING BEDS ME EXISTING IO IMRHACTCALWALKWAYS,SIDEWALKSORPATOS MAYBE INCLUDED IN THE 10 W DSCAPEAREAPFOMDED THAT THE PUNTNGAREAISATLEAST4'WIDE EXCEPTWHERE REQUIRED FOR ACCESS.(SECTION2).6C.TB) EfECMID NOR THEASTVARIES,58T0B.BE%ISTINGWNDSCAPEMUWITHSIHRUBS&RANTERSAODED. Y EASEMENT SOUTHEASTSHADEDS TNGAREAWIIHCLUSTERSCFR MRSRTONDED. SOU EST VARIES, 1 3 TO65 EXISTING LANDSCAPE MCA ALONG DRIVE-THRU PICKUP LANE. NORTHWEST: VARIES, 6.3 TO 21.8 EXISTING LANDSCAPE AREA I PRUNEBROKEN UDEPD BRANCHES. REMOVE ALL TAGS. SET TRWKVERTICAL, RUMS. PLATMATERIELTERI NOTBE%AWEDPRIORTO INSTALLATION AFTER INSTAUTIOV CH 4WOODON 14 GAGE SHAILBMIN INSPECTED MDPRUNED ASNEEDED IO SHAU. B S NEEDED 1 STEEL POST AT EXTEND POSTS REMOVEMINOR S. SEAR RUBY ED PORTIONS. REMOVE aJ-TAGS. SETSHRUB VERTG4, PLUA10. I 60C. IMABMU" PASTDRIPUNE RI 2- DO, X BLONG LODGEPO E STAKES OR ULCH. SEE RANTING NOTES. MULCH SHALL BE A OR CONNSTREUCTION APRDNED MATERIALDHIVENMIN.24'DEPTH OUTSIDE EDGE O ROOT BALL ATTACH WOVEN MINIMUM OF6-FROMALLMUNKS,STEMSOi CRIES. FENCING POLYPROPYLENE TREE -TIE WEBBING FOR W WING TREES PER MANUFACTURER 2a4WOODOR INSTRUCTKNNS. REMOVE AL STAKING I YEAR AFTER INSTALLATION. TOPOFROOIBPLL VA CAE FINISHED GRADE. REMOVE ALL TWINE. ROPE. WIRE, MO BURLAP FROM FF I 14 GAUGE I STEELMSTAT MUNKROOTFLARESHALLSEMSIBLEATTHE '-' - TIPNALFOFROOTSAILREMOVE NON-BI.EGRPDARIE MATERIALS. i60C. JFIN.I�ED 6-0 MA% (MAXIMUM/TOPOFTHEROOTBat. MNOTPLACEMULCH PLACE ROOTBAIJ-ONUNE%CAVAIEDORTEMPEOINCONTACTWITHMEETRUNKSOIL. TAMPSOLFIRA4YPRWNpRWTBAIBASE FINISHED SETTOPOFROOTBALLI'T02MOVE FINISHED GRADE GRADE. REMOVE ALL TWINE, ROPE. WIRE, AND 2%BAL BURIAP FROM TOP HALF OF ROOT SAUL. DIPMEIER NLARGED _ 4-HIGHEARTHSAAUCERMYONDEDGEOFFOOT SECTION �C a BAIJ-. B DIAMETER MULCH RING. ME PLANTING INSTALLATION NOTES EENLMGEDSECRON DETAIL NOTES NOTES. FLOOD TWICE DURING FIRST24 HOURS. PLACE ROOT SALL ON UNEXCAVATED OF A EXCAVATION TO BE THE DEPTH OF ROT SA-L. BACKFILL AND MULCH AS SPECIFIED IN A, CONSTRUCTON FENCING SHALL BE ERECTED PRIOR TO MY GRADING OR CONSTRUCTION 2%RWTBALL DIAMETER TAMPED SOIL TAMP SOIL FIRMLY AROUND ROOT RANTING NOTES, B. CONTRACTOR SINII E%CAVAIEPIT WALLS YERIICPLLYM02%THE DIAMETER OF THE ROOT ACTHTES-RTEYENTNG COMPADTON OF ROOTSYSIEMS OF TREES TO BE PHESERYED. NOTES BAIL �' SALL SCARIFY SIDES BEFORE RANTING. B. THE FENCING SHALL ENCLOSE THE AREA BENEATH THE OTP UNE ON SHELL REMAIN IN PUCE UNTIL ELL CONSTRUCTION IS COMPLETE. THE TREE CANCPYMD A BACKFILL AND MULCH AS SPECIFIED IN PLANING NOTES. C.NO PARKING, MATERIAL STORAGE, OR CONSTRUCTION ACTMTES SHA L BE PERMITTED WITHIN THE FENCED AREA. TREE PLANTING SHRUB PLANTING TREE PROTECTION KALE: NONE SCALE: NONE SCALE: NONE PLANTING NOTES A THEIUMDWAPE CONTg MRSHALLGUMAM E&LPVNTSINSTALLEDFORONEFULL YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. ALL PUNTS SHALL M ALYE MD ATA YIGOROUS RATE OF GROWTH AT THE END O THE GUARANTEE PERIOD. B. PRIM TO INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGNADE, GENERAL SITE CONDITIONS YERFY ELEVATIONS. UTUtt LOCATONS. IRRIGATION, APPROVE TO SOL PRONDED BY GENERAL CONTRACTOR AND OBSERVE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE CONTRACTOR SMALL NOTFY GENERA CONTRACTOR ON ANY UNSATI�ACTORYCONDITONS AND WORK SIHAIL NOT PROCEED UNTIL SUCH CONDITION & HAVE BEEN CORRECTED AND ME ACCEPTABLE TO THE LANDSCAPE CONTRACTOR. C. IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PLANT SEIECTKINS, SOIL CONDITIONS OR ANY OTHER CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABUSHMENT. WRAP A_ OR GUARANTEE, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATYE PRIOR TO PROCUREMENT AND/OR INSTALLATION. D. PLANT MATERIAL SHAL CONFORM TO THE PLPNTUSTAND KEYS ON THE DRAWINGS AND TO THE OXAUTYSTMDARDS OF AMERICAN STANDMD FOR NURSERYSTOCK. BY THE MERKM NURSERY& LANDSCAPE ASSOCIATION, ANSI Z601 UTEST EDITION. ALL PLANT MATERIAL SHALL MEET THE MINIMUM STANDARDS CONTAINED IN THE CURRENT EDITONS OF THE ARIZONA NURSERY ASSOCIATON'S GROWWERS COMMITTEE RECOMMENDED TREE SPECIRCATIW S MID TIE AMERICM ASSOCIATION O NURSERYMEN AS M SIZE, CONDITION. AND APPEARANCE AIL PUNTS E HAIL EOUALCR EXCEED THE MEASUREMENTS AND SIZES SPECIFIED IN THE SCHEDULE. IN THE EVENT OF VARIATION BETWEEN WANTTES SHOWN ON PLANT SCHEDULE AID THE PLANS, THE PLANS SHAL TAKE PRECEDENCE.CONTR MRTOWRIF QpU TESANDNOTIFYLANDSCAPE ARCHITECT OF ANY DISCREPANCIES. E. SUBSTTUTONS SHALL BE PERMITTED WITH NOTIFICATION AND WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT MESTTUTED MATERIA-SHALL BE THE NEATEST EQUMALENT SIZE, WNDTONMO GROWnH HMITHAMNG 11E SAME ESSENTIAL CHARACIERISITCS WITH AN EOUITABLE ADJUSTMENT IN WHOLESALE PRICE F. THE LANDSCAPE CONTRACTOR SHA11 HAYS SOIL TESTS PERFORMED IN PLANTING BED MEAZI TO EVALUATE NUMIENTAND PH LEVELS. THE UWDSCAPE CONTRACTOR SHAH-L INCORPORATEFERnL RMDXMSOLAMENDAENTAODITVESARRECOMMENDEDBY SOL TEST G. ALL PLANTING BEDS TO RECENE B' MIN OF PREPARED BACK FILL MIX. ALL INDMDUAlLY PLANNEDTREESANDSHRUBSMBEBACKFILLEDWR PREPAREDBACKFILLMIX. PREPARED BACK FILL MIXTURES SHAIL BE MIXED ON SITE, CONSISTING OF ONE PART TOPSOIL. ME PART SOL AMENDMENT, ONE PART SOIL FROM EXCAVATION. T➢PSOL'. ASTM DS 8 PH RANGE OF 5 5 TO T. MN 4 PERCENTORGANIC MATERIAL, FREE OF STONES 1 INCH AND LARGER. SOL AMENDMENT. SPHAGNUM -EAT MOSS OR COMPOSTED ORGANIC MATERIAL. NNE SOIL IN ALL PLANTING BEDS SHALL BE LOOSENED TO B' MIN DEPTH AND SOIL AMENOMENTS SHALL BE THOROUGHLY INCORIMPATED INTO THE SOIL BY TILLING, DSONG, OR OTIER SUTAHIE METHOD ATA MIN. RATE OF 3 CUBIC YARDS OF SOIL AMENDMENTPERTOOBSOUAREFEETOFLANDMAPEMEA H. MULCHAT MEEDGEOF PAVEMENTSHAU.M RECESSEDONE INCH BELOWTHE TOPOF PAVEMENT L CONIRAGTO MT GHT-YRELDADXUSTPUNTLOCATONSASNECESSARYMAOID UTUTES. FINISHED PLANTING BEDS SHALL BE GRADED TO PROMDE POSTIVE DRAINAGE AWAY FROM MIUGNGISI. J. TREES BHALLBEPLAOEDAMNMIMOF3'FROMSIOEWA S( RBSRREHID M,OR SEWERWAT ER CONNECTIONS K ALLDISNnEDPLANTNGBEDSSHMLBECOV AMWTH PRE EMERGENTHERBIODE APPLIED AT PRODUCTSPEORED RAZE UNLESS NOTED OTHERWISE. L ALLDSIUREED PLANTING BEDS SHALL RECENE OG MULCH UNLESS NOTEDOTHERWISE, MULCH SHALL. BE DISEASE AND PEST FREE, UNIFORM COLOR, PAID FREE OF TAGS. LEAVESOROTTER OR MALODOROUS OROUSn-YOTIN DO NSTOLAMS.MULCHANST NOT CONTAINMMI TREE MALODOROUSCONTENTSEO NOT PLACEMULCHHETOI IF IN FOOTBALL OOTBALM UTREETRUNKS. TRUNKROOT RARESHALL BE NKS. STEMS OR ROOT BAIL MULCH SHALL BE A MINIMUM ON 6' FROM AIl1RUNK5. S1EM5ON CANES OF (ANDS MID SHRUBS. M. LANDSCAPE CONTRACTOR N LSI TURNOR MAINTENANCE OF ALL VWDSCARE AREAS (EXISTING OR PROPOSED/ UNTIL SITE G CONSEF. N. ANY ITEM OR OFIGNAMAGEDDUCMDITIONWT HE CON ACTORS EXPENSE SEPAIRED OR REP UCEDro ORIGNALYW 1 0NATTHECONTRACTORSEXPENSE. 0. LFNDSCDMAPEAPIN COMPACTORS N_L BE CABLE O BUE F R REGWATT LNG NE . P. THE MAPING T GOMRAIN PLANTS SHALL BE RESPONSIBLE FOR WATERING NEW LMIOSCAPINGTOMAINTAIN PIMETSINAMLPTHMONDTON Ll E THE GUARANTEE PERIOD. WATER NGSIIALL CONTNUEUNTO NEWPARE ESTML SHED. p. MODIFICAOR TIONS AUL TOXTEND AS ESMBUIro NEW CONTRACLANT TOR IS IRRIESPOATION NSME YSTEM FOR BOTH TH DESIGN TO BE BID C DESIGN BUILD THE E IRRIGATION IS STEM MSBLE FOR BOTHTHEDESIGNMIDTHE CONSTRUCTIONOFTHEIRRGATONSYSTEM MWIUFITTY NS. R. PECTIO ADEQUATE76C2,1PLANT SPACING TO ENSURE SJRMVABIUtt AT PVWTAUTJRItt. (SECTION 2) 6 C 21 T S. PRIOR TO RELEASE QF UANDSCAPEPLANTING HAS BEENAC OMPUSHED MR IN MANNERTH TO11iANT5 PRECLUDE YEROWR ROWDI PLANTING HAS BEEN ACCOMPUSHEO IN A MANNER 1D PRECLUDE OVERCROWDING. (SECTION 27.6.C2 i2) T TO CONFORM ELI ORO VALMAR IEV LDSCE CODE. USHRUB LOCATIONS SHRUBAREPREUMINMY. SCALE: NONE qLp0 10 20 w Knowwhafsbelow. SCALE:1"=20.00' �doy Cal before you dig. SEAL DATE: 0T/o8/20T8 CONCEPTUAL SITE PLAN SCALE: V=20' ISTARBUCKS CONTOUR A PORTION OF SECTION 7, T-12-S, R-14-E OF INTERVAL WA THE G.&S.R.B.&M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE. WASHINGTON 98134 HIS VARK. THEY SHALL NOT BE REPROOXCED IN VAIOLE OR IN PART), SHARED WITH THIRD PARTIES CR USED INANY MANNER ONOTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORD RAM)N. I STARBUGKSTEMPOTEVERSION I2014.1020 I ARCHITECT OF RECORD md )00) DISCOVERY MVD r U7 W00 Z Q Q N ¢ } Ltl w D_ W J Z 0 ¢ J o Z �O wU w�> 0� tt0� O� a0 a O U D. STOREA 15284-038 PROJECT#: CASEWORK CONCEPT: 6638 ISSUE DATE: 01A&.2016 DESIGN MANAGER: LEED®M: INDPARTNERS PRODUCTIONDESIGNER: B. FMMNAAXER CHECKED BY: B. FRIDENMAKER LANDSCAPE PLAN SCALE: AS SHOWN SHEET NUMBER L-1001 OV1702829 4 OF 4 1 ARCHITECTURAL SITE PLAN ARCHITECTURALSITE PLAN NOTES ax° o T. aPECB,c..Iox:waDEc.akaLaEp,REL.Ex.a ox„�.�,n«..s,..... E r 11— TtBca coxcxE.e STARBUCKS COFFEE rt"x0"O P ° COMPANY 2Q1 UTAH AVENUE SOUTH ccwcaETEvnm nxo SEATTLE,WASHINOTON881 ]! vetLavu�waPnc6e. ]OB J1&1575 SHEET NOTES owaExw�„ Pw Ie c�. t,r110 5Ev TEPE1La:}lox, Po°Tmo er wEiE—ITED + Mw:wwm cT: Iu°x`pE1IIEna:ie:eAn16Tt °N'Po°nxc ar BF ARCHITECT OF RECORDt os �RpxnEW Oi pRECnpuL PNcnQRR R°W Pomlxo BT oc.IuxoEa aEPnnrE PEaxlry Twx md 6. �VNOQLBEPvi.M1E PFAUIf).Rx B. m)PATwaE.LnwAR ° oc. Nacensevna°Pi,Te>QwiD .FOOnxo By �q.�xo ROVE B'I ux0.oxo I�inoPA sEP�uiE tE (un°EILLI SPED W��E=O MPMCEMaTAa t.'xrt En 6FDawatE vEvuln •vEupr twiaa° ti �TRn6„EncL°6vRE rvLL > sxo To J QCEEo t x. aEPEa *oava GwB Q to •cp-I—E P1aalx0 spx II, —E. rtoP. 0 ewaos.a,xpu.FDox E E rnKw wEE a (n ° 11 _ 0 to �GIIQ wavEcroa Ea Z W ta. m)olc°xcaQEPaBrvLL Q ..A is R7aW PnRxra eTULa w Z 2t. Ixs,.um)anw°aaQTMo. J 0 m O U wG is If Y °ua STORE is SSB] PROJECTM 774S1007 RESPONSIBILITY LEGEND 1E El.—I.— I I. A-1001 SITE EXTERIOR FINISHES r EX-1 COMPANY SheM," Wdtiams IA MATERL Stucco. Paint COLOR: SW7542 Nature) January a t-. 2ot8 EX 2 EX-3. — - � EX -a COMPANY: Sherwin Williams C ANV. Local Source COMPANY' Sherwin Wham-, MATERIAL' Stuxo Painl TERIAL. Redatmed Wood MATERIAL. Metal Trim Pain! COLOR. L Stuc 5 Sealskin COLOR SW6991 BtaO Maq+ wsoA cam VVd s T'ne BUC c OR AC L E - ^= R_,T - I ,z erk? EXTERIOR FINISHES I EX-1 COMPANY Shemin Wilikarns MATERIAL'Stuom Paint COLOR SW-7542 Nature, I I OU,2mp"�,M CUFREM I I I 11 EX EX-3 EX-4 COMPANY S#)erwn Williams COMPANY Local Source COMPANY: Sherwin Wilkarm MATERIAL Stu= PQmt MATERIAL. Reclaimed Wane MATERIAL, Metal Trun Painil COLOR' SW-7675 Sealskin COLOR. WA COLOR SYV.OW1 Black Magic ps co" No 2#11 Y I I . �. I O I I I Od 4 Q_ { P ' �0 O PG G\ GY\ 0 G �GJ�h'19tij�JO \� EXISTING TREE TO REMAIN (TYP.) �O ,, s I JP6 EXISTING 3.5' TALL EARTHEN BERM E' P I ! rr m EXISTING SHRUB TO BE REMOVED (TYP.) Y 7- J q = a c!j X { O w ! a TYP. TYP. f f DG DG i t tt 1 1 PG II I i a lAEXISTING PG I 1 PG I I PG STUMP TO BE REMOVED EXISTING LANDSCAPE BUFFERYARD TO REMAIN (TYP.) •' r �� HID ' PG 2 EXISTING 3.5' TALL SCREEN WALL (TYP.) LM PLANTER (TYP.) PG SLAT FENCE 2® 1 1 'f PANELS. SEE a. R / ( TYP. ARCHITECTURAL , LM PLANS (TYP) ; i �a. :..` • E x�. HP DW HP 1 DG I ® � LM . •� I .. a� 1 1 1 :y ®£ I LM g o fl i p a- I P , 3 ' "P TYP. _ - 20 ® III I LM 0 CCD II DG 10 \ �d I ; ' • I ? ® EXISTING LANDSCAPING (TYp ) PR. BIKE RACKS (CITY. 2) PLANTER — -µ TO REMAIN (TYP.)' (6 BIKE CAPACITY). I DW SEE DETAIL THIS SHEET. EXISTING BIKE RACK 7 I 3 BIKE CPACITY) LM I HP (.4 2 8 EXISTING SHRUB T t, �k I S GS U O A '�a� BE REMOVED (TYP.) SHADED OUTDOOR U'l..� 3�� 2 � � `°1 SEATING. SEE - DW ARCHITECTURAL O O .-� . 3 P. PLANS . _ - ti DG 'PA I EXISTING SHRUB (WP.) �`......._ ,, J Q EXISTING 3.5' TALL SCREEN WALL (TYP.) 0 ,gyp � �J I QP PRUNE BROKEN OR DEAD BRANCHES. REMOVE ALL TAGS. SET TRUNK VERTICAL, PLUMB. PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION; AFTER INSTALLATION EACH PLANT SHALL BE INSPECTED AND PRUNED AS NEEDED TO REMOVE MINOR DEAD OR DAMAGED PORTIONS. REMOVE ALL TAGS. SET SHRUB VERTICAL, PLUMB. z 0 o -2 x 4 WOOn nn 14 GAUGI STEEL PC & O.C. (MAXIMUI -ORANGE J 0 10 C6 A' PLANTING SCHEDULE BOTANICAL NAME SIZE SYMBOL KEY CITY. COMMON NAME CONDITION COMMENTS PG 7 PROSOPIS GLANDULOSA'MAVERICK' THORNLESS HONEY MESQUITE 2" CAL 24" BOX WATERING NEEDS TYPE: 2 SEE TREE PLANTING DETAIL DASYLIRION WHEELERI DW 9 DESERT SPOON 24" HT 5 GAL WATERING NEEDS PDETAIL SEE SHRUB PLANTING TYPICAL ESPERALOE PARVIFLORA [IV, 32 RED YUCCA R 15"-18" HT 5 GAL WATERING NEEDS TYPE: 1-2 ® LM 21 LANTANA MONTEVIDENSIS r12" HT/SPR 1 GAL 30.C.WATERING TRAILING LANTANA NEEDS TYPE: 3-4 DG DECOMPOSED GRANITE - 1/2" MINUS, 2" MIN DEPTH, COLOR TO MATCH EXISTING DG. APPLY TO DISTURBED AREAS WITHIN LIMITS OF DISTURBANCE. SEE PLANTING NOTES. LEGEND - EXISTING EXISTING TREE TO REMAIN EXISTING SHRUB TO REMAIN EXISTING SHRUB TO BE REMOVED PROP. TREE PROTECTION FENCING EXISTING BIKE RACK EXISTING 10' ELECTRIC EASEMENT EXISTING TREE NOTES A. GENERAL CONTRACTOR SHALL PROVIDE TREE PROTECTION AROUND EXISTING TREES TO REMAIN WITHIN LIMITS OF PROPOSED CONSTRUCTION PRIOR TO BEGINNING DEMOLITION / GRADING ACTIVITY. SEE TREE PROTECTION FENCING DETAIL. B. GENERAL CONTRACTOR SHALL REMOVE STUMP AND NEARBY ROOTS TO A DEPTH OF 18" FOR EXISTING PLANT MATERIAL TO BE REMOVED. SCREENING: PARKING FACILITIES AND/OR INTERNAL DRIVES WHICH ABUT A PUBLIC RIGHT-OF-WAY OR WHERE VEHICLE HEADLIGHTS MAY SHINE ON ADJACENT NATURAL OPEN SPACES SHALL PRO VIDE A MINIMUM 3.5 HIGH DECORATIVE MASONRY WALL AND/OR DEPRESSED PARKING, OR A COMBINATION THEREOF. (SECTION 27.6.C.5.b.xi) EXISTING 3.5' HIGH WALL & 3.5' HIGH BERM PROVIDED 1 CANOPY TREE SHALL BE PLANTED FOR EACH ISLAND. TREES WITHIN PARKING ISLAND SHALL BE A MINIMUM OF 24" BOX OR 2" SPADED. (SECTION 27.6.C.6.b.ii & iii) CANOPY TREES AT EACH ISLAND PROVIDED ALL BUILDINGS SHALL HAVE A MINIMUM 10' LANDSCAPED AREA ON ALL FOUR SIDES OF THE BUILDING. CLUSTERS OF POTTED PLANTS AND RAISED PLANTER AREAS MAY BE UTILIZED WHERE PLANTING BEDS ARE IMPRACTICAL. WALKWAYS, SIDEWALKS, OR PATIOS MAY BE INCLUDED IN THE 10' LANDSCAPE AREA PROVIDED THAT THE PLANTING AREA IS AT LEAST 4' WIDE EXCEPT WHERE REQUIRED FOR ACCESS. (SECTION 27.6.C.7.d) NORTHEAST: VARIES, 5.8' TO 9.9' EXISTING LANDSCAPE AREA WITH SHRUBS & PLANTERS ADDED. SOUTHEAST: SHADED SEATING AREA WITH CLUSTERS OF PLANTERS PROVIDED. SOUTHWEST: VARIES, 1.& TO 6.5' EXISTING LANDSCAPE AREA ALONG DRIVE-THRU PICKUP LANE. NORTHWEST: VARIES, 6.3TO 21.8' EXISTING LANDSCAPE AREA. EXTEND POSTS PAST DRIP LINE (2) 2" DIA. X 8' LONG LODGEPOLE STAKES OR MULCH. SEE PLANTING NOTES. MULCH SHALL BE A o APPROVED MATERIAL DRIVEN MIN. 24" DEPTH MINIMUM OF 6" FROM ALL TRUNKS, STEMS OR CONSTRUCTION FENCING OUTSIDE EDGE OF ROOT BALL. ATTACH WOVEN CANES. POLYPROPYLENE TREE -TIE WEBBING FOR FINISHED GUYING TREES PER MANUFACTURER GRADE 2 x 4 WOOD OR INSTRUCTIONS. REMOVE ALL STAKING 1 YEAR ~ TOP OF ROOTBALL 1" ABOVE FINISHED GRADE. \ 14 GAUGE AFTER INSTALLATION. 1 REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM \/\////�/ �\ �/ I STEEL POST AT —I TOP HALF OF ROOT BALL. REMOVE z //\\//\ \\//\\// ��/// I & O.C. III III — o NON -BIODEGRADABLE MATERIALS. o \ \ \ 6 MAX MAXIMUM TRUNK ROOT F — - \ \ \ \ (MAXIMUM) LAKE SHALL BE VISIBLE AT THE —III I i o / / / / TOP OF THE ROOT BALL. DO NOT PLACE MULCH _ _ _ � /\\/ \\/\\ III I I PLACE ROOT BALL ON UNEXCAVATED OR TAMPED N O IN CONTACT WITH TREE TRUNK. SOIL. TAMP SOIL FIRMLY AROUND ROOT BALL BASE. a \//\\// I \\//\\/ FINISHED SET TOP OF ROOT BALL 1" TO 2" ABOVE FINISHED / / /�\\\/ GRADE GRADE. REMOVE ALL TWINE, ROPE, WIRE, AND �//\//\//� �� // `'/ 2 X BALL /\ / — — BURLAP FROM TOP HALF OF ROOT BALL. DIAMETER ENLARGED _ 6' D 4 HIGH EARTH SAUCER BEYOND EDGE OF ROOT SECTION SEE ENLARGED SECTION\\'�\\��\\/�\��\ BALL. IAMETER MULCH RING. SEE PLANTING INSTALLATION NOTES 1=1 111 — — — 111 1=1 I NOTES. FLOOD TWICE DURING FIRST24 HOURS. DETAIL NOTES PLACE ROOT BALL ON UNEXCAVATED OR A. EXCAVATION TO BE THE DEPTH OF ROOT BALL. BACKFILL AND MULCH AS SPECIFIED IN A. CONSTRUCTION FENCING SHALL BE ERECTED PRIOR TO ANY GRADING OR CONSTRUCTION 2 X ROOT BALL DIAMETER PLANTING NOTES. ACTIVITIES - PREVENTING COMPACTION OF ROOT SYSTEMS OF TREES TO BE PRESERVED. TAMPED SOIL. TAMP SOIL FIRMLY AROUND ROOT B. CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 2 X THE DIAMETER OF THE ROOT B THE FENCING SHALL ENCLOSE THE AREA BENEATH THE DRIP LINE OF THE TREE CANOPY AND NOTES BALL BASE. BALL. SCARIFY SIDES BEFORE PLANTING. SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETE. A. BACKFILL AND MULCH AS SPECIFIED IN PLANTING NOTES. C.NO PARKING, MATERIAL STORAGE, OR CONSTRUCTION ACTIVITIES SHALL BE PERMITTED WITHIN THE FENCED AREA. TREE PLANTING SHRUB PLANTING TREE PROTECTION SCALE: NONE SCALE: NONE SCALE: NONE SEAL: ,ry PLANTING NOTES A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS INSTALLED FOR ONE FULL YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. ALL PLANTS SHALL BE ALIVE AND AT A VIGOROUS RATE OF GROWTH AT THE END OF THE GUARANTEE PERIOD. B. PRIOR TO INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGRADE, GENERAL SITE CONDITIONS, VERIFY ELEVATIONS, UTILITY LOCATIONS, IRRIGATION, 1qW APPROVE TOPSOIL PROVIDED BY GENERAL CONTRACTOR AND OBSERVE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR OF ANY UNSATISFACTORY CONDITIONS AND WORK SHALL NOT PROCEED UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE ACCEPTABLE TO THE LANDSCAPE CONTRACTOR. C. IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, CONTRACTOR SHALL NOTIFY I CO2011 STARBUCKS COFFEE COMPANY THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO PROCUREMENT AND/OR INSTALLATION. D. PLANT MATERIAL SHALL CONFORM TO THE PLANT LIST AND KEYS ON THE DRAWINGS AND TO THE QUALITY STANDARDS OF'AMERICAN STANDARD FOR NURSERY STOCK', BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION, ANSI Z60.1 LATEST EDITION. ALL PLANT MATERIAL SHALL MEET THE MINIMUM STANDARDS CONTAINED IN THE CURRENT EDITIONS OF THE ARIZONA NURSERY ASSOCIATION'S GROWWERS COMMITTEE RECOMMENDED TREE SPECIFICATIONS AND THE AMERICAN ASSOCIATION OF NURSERYMEN AS TO SIZE, CONDITION, AND APPEARANCE. ALL PLANTS SHALL EQUAL OR EXCEED THE MEASUREMENTS AND SIZES SPECIFIED IN THE SCHEDULE. IN THE EVENT OF VARIATION BETWEEN QUANTITIES SHOWN ON PLANT SCHEDULE AND THE PLANS, THE PLANS SHALL TAKE PRECEDENCE. CONTRACTOR TO VERIFY QUANTITIES AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. E. SUBSTITUTIONS SHALL BE PERMITTED WITH NOTIFICATION AND WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT. SUBSTITUTED MATERIAL SHALL BE THE NEAREST EQUIVALENT SIZE, CONDITION AND GROWTH HABIT HAVING THE SAME ESSENTIAL CHARACTERISTICS WITH AN EQUITABLE ADJUSTMENT IN WHOLESALE PRICE. F. THE LANDSCAPE CONTRACTOR SHALL HAVE SOIL TESTS PERFORMED IN PLANTING BED AREAS TO EVALUATE NUTRIENT AND PH LEVELS. THE LANDSCAPE CONTRACTOR SHALL INCORPORATE FERTILIZER AND/OR SOIL AMENDMENT ADDITIVES AS RECOMMENDED BY SOIL TEST. G. ALL PLANTING BEDS TO RECEIVE 8" MIN. OF PREPARED BACK FILL MIX. ALL INDIVIDUALLY PLANTED TREES AND SHRUBS TO BE BACK FILLED WITH PREPARED BACK FILL MIX. PREPARED BACK FILL MIXTURES SHALL BE MIXED ON SITE, CONSISTING OF ONE PART TOPSOIL, ONE PART SOIL AMENDMENT, ONE PART SOIL FROM EXCAVATION. TOPSOIL: ASTM D5268, PH RANGE OF 5.5 TO 7, MIN. 4 PERCENT ORGANIC MATERIAL, FREE OF STONES 1 INCH AND LARGER. SOIL AMENDMENT: SPHAGNUM PEAT MOSS OR COMPOSTED ORGANIC MATERIAL. THE SOIL IN ALL PLANTING BEDS SHALL BE LOOSENED TO 8" MIN. DEPTH AND SOIL AMENDMENTS SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL BY TILLING, STARBUCKS TEMPLATE VERSION i2014.10.20 DISCING, OR OTHER SUITABLE METHOD AT MIN. RATE OF 3 CUBIC YARDS OF SOIL AMENDMENT PER 1,000 SQUARE FEET OF LANDSCAPE AREA. H. MULCH AT THE EDGE OF PAVEMENT SHALL BE RECESSED ONE INCH BELOW THE TOP OF PAVEMENT. I. CONTRACTOR TO SLIGHTLY FIELD ADJUST PLANT LOCATIONS AS NECESSARY TO AVOID UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING(S). J. TREES SHALL BE PLACED A MINIMUM OF 3FROM SIDEWALKS, CURBS, FIRE HYDRANTS, OR SEWER/WATER CONNECTIONS. K. ALL DISTURBED PLANTING BEDS SHALL BE COVERED WITH PRE -EMERGENT HERBICIDE APPLIED AT PRODUCT SPECIFIED RATE UNLESS NOTED OTHERWISE. L ALL DISTURBED PLANTING BEDS SHALL RECEIVE DG MULCH UNLESS NOTED OTHERWISE. MULCH SHALL BE DISEASE AND PEST FREE, UNIFORM COLOR, AND FREE OF TWIGS, LEAVES OR OTHER MATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS. MULCH SHALL NOT CONTAIN MANURE OR MALODOROUS CONTENTS. DO NOT PLACE MULCH AGAINST OR IN CONTACT WITH TREE TRUNKS. TRUNK ROOT FLARE SHALL BE VISIBLE AT THE TOP OF THE ROOT BALL. MULCH SHALL BE A MINIMUM OF 6" FROM ALL TRUNKS, STEMS OR CANES OFa�gSS TREES AND SHRUBS. M CONTRACTOROIAINTENANCE OF ALL LANDSCAPE AREAS JAN STING OR PROPOSED SITETURNOVER (EXISTING N. ANY ITEM OR AREAS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. O. LANDSCAPING TO COMPLY WITH ALL APPLICABLE CITY/LOCAL REGULATIONS. P. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING NEW LANDSCAPING TO MAINTAIN PLANTS IN A HEALTHY CONDITION DURING THE GUARANTEE PERIOD. WATERING SHALL CONTINUE UNTIL PLANTS ARE ESTABLISHED. Q. CONTRACTOR SHALL EXTEND IRRIGATION TO NEW PLANT MATERIAL. IRRIGATION SYST -M MODIFICATIONS TO BE BID AS DESIGN BUILD. THE CONTRACTOR IS RESPONSIBLE FOR BOTH THE DESIGN AND THE CONSTRUCTION OF THE IRRIGATION SYSTEM MODIFICATIONS. R. PROVIDE ADEQUATE PLANT SPACING TO ENSURE SURVIVABILITY AT PLANT MATURITY. (SECTION 27.6.C.2.i.1) S. PRIOR TO RELEASE OF LANDSCAPE ASSURANCES, PROVIDE A LETTER WITH REGISTRANTS STAMP VERIFYING ACTUAL PLANTING HAS BEEN ACCOMPLISHED IN A MANNER TO PRECLUDE OVERCROWDING. (SECTION 27.6.C.2.i.2) T. LANDSCAPE TO CONFORM TO ORO VALLEY LANDSCAPE CODE. U. SHRUB LOCATIONS ARE PRELIMINARY. _ 3R31_W-Sf! ;se Rcv - -. . ........ ............----- kL.:SIONS IREV ➢ES-RIPi1UN I DICL APPRUVEJ le.Do r=c4.a1 rMECIIANICAL SPINE SRM—\ ' SRN 1 I 36.50 [977 91 42.0C EIC66.9- MECHANICALIf FANG_ MOON- 12i PLACES 36,00 E914.41 �+ j o 07.00 [0177,83 \'-^- 50 x .75 SL: T INCHES CMiL'__IMETFRSI '3>,r-LACES ^� 'f PRE GALVA I> 0 BIKE RACK KIT, 3 LOOP aRACE MOUNT 2_7 'i ! FA STEETUBE DATE 04/2'10r w�v" er 1111 •, \\ AGNER COMPANIES R.1F R & U \t WNJrk I ac..izn ). G. lilt XUN Co, S;?E 4ElGH! PART lLvp6' REV Fk VANiZED A 49,2 LES S{i',3_`+✓-s i BIKE RACK SCALE: NONE Know what's below. Call before you dig. DATE: 01 /08/2018 SCALE: 1 "=20' CONTOUR INTERVAL: N/A CONCEPTUAL SITE PLAN STARBUCKS A PORTION OF SECTION 7, T-12-S, R-14-E OF THE G.&S.R.B.&M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA l� Q co 0�^ VMMJ W Q z W -' Q �U LLl W WQN � L 1_ w z aJ Z o0� Q z < j_0 �U W orf ��> LLl -V— O zU Q 0 a0 0 a O � 0 O U a - STORE #: 15284-038 PROJECT #: 6638 CASEWORK CONCEPT: ISSUE DATE: 01.08.2018 DESIGN MANAGER: LEED®AP: WD PARTNERS PRODUCTION DESIGNER: B. FRIDENMAKER CHECKED BY: B. FRIDENMAKER Revision Schedule Rev Date By Description SHEET TITLE: LANDSCAPE PLAN SCALE: AS SHOWN SHEET NUMBER: OV1702829 L-1001 4 OF 4 EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID I COUNT DESCRIPTION RESP. COMMENTS SIGNAGE - CANOPY X0001 1 3 SIGN - CANOPY DT SIDE JVD SIGNAGE - DISK 13163 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED - 481N 1220MM 13164 1 SIGN - DISK SF ILLUMINATED FLUSH VD MOUNTED EVOLVED - 601N 1525MM 13182 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED - 711N 1805MM SIGNAGE - DRIVE THRU 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN VD SUPPLY BY HILTON DISPLAYS, ILLUMINATED ARROW SERIES - 461N CONTACT: WAYNE RHODES, 1170MM 864-313-9675 OR WayneRhodes@Hi[tonDisplays.com 14099 3 SIGN - DRIVE THRU ILLUMINATED ARROW SERIES FLUSH MOUNTED - RH - 481N 1220MM 14106 1 SIGN - DT CLEARANCE BAR ARROW VD SUPPLY BY HILTON DISPLAYS, SERIES FREESTANDING CONTACT: WAYNE RHODES, 864-313-9675 OR WayneRhodes@HiltonDisplays.com 14327 1 SIGN - DT DIRECTIONAL ILLUMINATED VD SUPPLY BY HILTON DISPLAYS, ARROW SERIES - 461N 1170MM CONTACT: WAYNE RHODES, 864-313-9675 OR WayneRhodes@HiltonDisplays.com SIGNAGE - WORDMARK X11461 1 SIGN - INLINE NONILLUMINATED - 181N 1 455MM I 16 3 d' ti M M (6 �I _U) c co U CU 0 co O CD UI 00 cM 00 ct' N u7 c a� U O 14, in - M M CO U) U ,+, lei 47 N r 0 r 1 ARCHITECTURAL SITE PLAN N CD Scale. 1" = 10'-0" SITE SCHEDULE - "Y" DESIGN ID COUNT DESCRIPTION RESP. COMMENTS AWNING 14115 1 - DT METAL WITH TENSION BAR JAWNING - FLAT BLACK MT0028 JVD EXTERIOR MENU 14116 1 MENU BOARD - DT DIGITAL ORDER VD ZONES SCREEN - FLAT BLACK MT0028 14119 1 MENU BOARD - DT 5 PANEL VD DSA FREESTANDING - 108X651N 2745X1650MM - FLAT BLACK MT0028 14120 1 MENU BOARD - DT PRE MENU VD DSA FREESTANDING - 36X651N 915X1650MM - FLAT BLACK MT0028 15700 1 MENU BOARD - DT DIGITAL ORDER VD DSA SCREEN CONTROL BOX OTHER 10020 1 DT WINDOW SHELF - 481N 1205MM - SST GC 14093 1 DT WAYFINDING GRAPHIC ORDER POINT GC STAR PATTERN - WHITE 14095 1 DT WAYFINDING GRAPHIC EXIT ARROW - GC PAINT P935 (SHERWIN WILLIAMS WHITE TM2152).REFER TO A-5000 SERIES FOR MOREINFORMATION. 14101 1 DT WAYFINDING GRAPHIC ENTRY GC PAINT P936 (SHERWIN WILLIAMS ARROW - GREEN TM2152 -CUSTOM TINTED W/PANTONE 369-C). REFER TOA-5000 SERIES FOR MORE INFORMATION. 14103 1 BOLLARD NONILLUMINATED SQUARE - VD FLAT BLACK MT0028 14163 1 DT ORDER POINT CANOPY VD FREESTANDING - FLAT BLACK MT0028 14323 2 DT WAYFINDING GRAPHIC DIRECTIONAL GC REFERENCE PAINT P936 FOR DOUBLE ARROW - GREEN SPECIFICATIONS 14324 2 DT WAYFINDING GRAPHIC DIRECTIONAL GC REFERENCE PAINT P935 FOR DOUBLE ARROW - WHITE SPECIFICATIONS __-----__-_---_ - ARCHITECTURALSITE PLAN NOTES A. REFER TO EXTERIOR ELEVATIONS ON SHEETA-2001 FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND LEED REQUIREMENTS. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. D. LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU WINDOW STANDING PAD. E. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. F. SEE SHEET A-5001 FOR ARCHITECTURAL SITE DETAILS. SHEET NOTES 1. INSTALL NEW DTE 5 PANEL MENUBOARD, DIGITAL ORDER SCREEN & BOLLARD (UNDER SEPARATE PERMIT). 2. INSTALL NEW CLEARANCE BAR (UNDER SEPARATE PERMIT). 3. INSTALL NEW THANK YOU/EXIT SIGNAGE (UNDER SEPARATE PERMIT). 4. INSTALL NEW DT DIRECTIONAL SIGNAGE (UNDER SEPARATE PERMIT). 5. INSTALL NEW WAYFINDING GRAPHIC EXIT ARROW (UNDER SEPARATE PERMIT). 6. (N) PATIO SEATING AREA WITH RAILING. 7. DIMENSION START POINT. 8. INSTALL NEW PRE -MENU BOARD (UNDER SEPARATE PERMIT). 9. INSTALL NEW BUMP OUT & BOLLARD, WITH NEW PAY/PICK- UP WINDOW, LOOP TIMER & OVERHANG ABOVE, BY LANDLORD (UNDER SEPARATE PERMIT). 10. INSTALL NEW WAYFINDING GRAPHIC ENTRY ARROW (UNDER SEPARATE PERMIT). 11. INSTALL NEW DIRECTIONAL PAVEMENT GRAPHIC (UNDER SEPARATE PERMIT). 12. TRASH ENCLOSURE BY LL. 13. (E) 0" CURB WITH TRUNCATED DOMES BY LL. 14. ACCESSIBLE PARKING SIGN 15. WHEEL STOP. 16. INSTALL NEW CONDUIT FOR EXTERIOR MENU BOARDS AS INDICATED ON ELECTRICAL SHEETS. 17. (E) LANDSCAPING BY LL. 18. (E) BIKE RACK 19. 5"-0" MIN. WIDTH ACCESSIBLE ROUTE FROM BUILDING 1-0 PUBLIC RIGHT OF WAY CROSS SLOPE IS NOT TO EXCEED 1:48. REFER TO CIVIL DWG. W N V THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, /y WHICH IS THE OWNER OF THE COPYRIGHT IN LL THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. Z THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS O SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. OSTARBUCKS TEMPLATE VERSION i2017.05.18 U. ARCHITECT OF RECORD LJ J Q O O Cn r) Uj Z J <C U) Q �� Of w Of � Z IU Q Z M O Uw Q � � }W Q o �. O o 0- o r- N Q o 0 0- STORE #: 15284-038 PROJECT #: 6683 ISSUE DATE: DESIGN MANAGER: LEED®AP: PRODUCTION DESIGNER: WD PARTNERS CHECKED BY: LYN MALONEY ZRevision Schedule Rev Date By Description RESPONSIBILITY LEGEND - ?` � -� � N GC GENERAL CONTRACTOR LU �. LL LANDLORD SB STARBUCKS SHEET TITLE: WH STARBUCKS WAREHOUSE (3PL) 0 ARCHITECTURAL SITE VD STARBUCKS VENDOR DIRECT PLAN 0 5' 10, SCALE: AS SHOWN Scale: 1"=10'-0" SHEET NUMBER: A-1001 1 r i I ---- ----------------------------------------- I 1 - —. — I l�777- ,r � I f x I , >' Wj 3 EXISTING TREE TO REMAIN (TYP.) EXISTING ±3.5' TALL EARTHEN BERM 1 EXISTING SHRUB TO BE REMOVED (TYP.) I Q Cn TYP TYR DG I I I X •' I OK EXISTING LANDSCAPE BUFFERYARD TO REMAIN (TYP.) I I ( TYR I � a • I I a EXISTING LANDSCAPING TO REMAIN (TYP. 0 PR. BIKE RACKS (QTY. 2) (6 BIKE CAPACITY). SEE DETAIL THIS SHEET. EXISTING BIKE RACK (3 BIKE CAPACITY) EXISTING -^' - S G SHRUB TO • BE REMOVED (TYP.) e_Ff `t,y'� c .; .fse'r �� ..� �� M `� g o- . „ — , ,.. t tl EXISTING ±3,5' TALL SCREEN WALL (TYP.) r II I l � I z 0 -2 x 4 WOm nR 14 GAUG STEEL PC U O.C. (MAXIMUI ORANGE CONSTRL FENCING 'FINISHES DG ECOMPOSED GRANITE - 1/2" MINUS, 2" MIN DEPTH, COLOR TO MATCH XISTING DG. APPLY TO DISTURBED AREAS WITHIN LIMITS OF DISTURBANCE. SEE NOTES. LEGEND - EXISTING EXISTING TREE TO REMAIN EXISTING SHRUB TO BE REMOVED PROP: TREE PROTECTION FENCING EXISTING BIKE RACK NOTES EXISTING TREE NOTES A. GENERAL CONTRACTOR SHALL PROVIDE TREE PROTECTION AROUND EXISTING TREES TO REMAIN WITHIN LIMITS OF PROPOSED CONSTRUCTION PRIOR TO BEGINNING DEMOLITION / GRADING ACTIVITY. SEE TREE PROTECTION FENCING DETAIL. B. GENERAL CONTRACTOR SHALL REMOVE STUMP AND NEARBY ROOTS TO A DEPTH OF 18" FOR EXISTING PLANT MATERIAL TO BE REMOVED. A. ALL DISTURBED PLANTING BEDS SHALL BE COVERED WITH PRE -EMERGENT HERBICIDE APPLIED AT PRODUCT SPECIFIED RATE UNLESS NOTED OTHERWISE. B. ALL DISTURBED PLANTING BEDS SHALL RECEIVE DG MULCH UNLESS NOTED OTHERWISE. MULCH SHALL BE DISEASE AND PEST FREE, UNIFORM COLOR, AND FREE OF TWIGS, LEAVES OR OTHER MATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS. MULCH SHALL NOT CONTAIN MANURE OR MALODOROUS CONTENTS. DO NOT PLACE MULCH AGAINST OR IN CONTACT WITH TREE TRUNKS, TRUNK ROOT FLARE SHALL BE VISIBLE AT THE TOP OF THE ROOT BALL. MULCH SHALL BE A MINIMUM OF 6" FROM ALL TRUNKS, STEMS OR CANES OF TREES AND SHRUBS, C. LANDSCAPE CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE AREAS (EXISTING OR PROPOSED) UNTIL SITE TURNOVER. D. ANY ITEM OR AREAS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. E. LANDSCAPING TO COMPLY WITH ALL APPLICABLE CITY/LOCAL REGULATIONS, EXTEND POSTS PAST DRIP LINE 2 x 4 WOOD OR 14 GAUGE STEEL POST AT 6' O.C. (MAXIMUM) =INISHED GRADE ENLARGED \,�\\;�\\/\\\,/\\,/\�4\�j\\\� SECTION SEE ENLARGED SECTION �\>�\/�\� DETAIL NOTES A. CONSTRUCTION FENCING SHALL BE ERECTED PRIOR TO ANY GRADING OR CONSTRUCTION ACTIVITIES - PREVENTING COMPACTION OF ROOT SYSTEMS OF TREES TO BE PRESERVED. B. THE FENCING SHALL ENCLOSE THE AREA BENEATH THE DRIP LINE OF THE TREE CANOPY AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETE. C. NO PARKING, MATERIAL STORAGE, OR CONSTRUCTION ACTIVITIES SHALL BE PERMITTED WITHIN THE FENCED AREA, TREE PROTECTION SCALE: NONE PART NUMBER SR31_W_SM SN REV REVISIONS Ij IREVI DESCRIPTION DATE APPROVED 12.00 [304,81 `MECHANICAL SPLICE SRM SRN ((%` I i � ill I �I I 38.50 C977.97 42,00 11066.9i I i MErHANICAL i I it FLANGE MOUNT I' (2) PLACES I I l I � I I I9,71 — .36 a--36.00 C914.41 ,� C7,00 C0I77.87 r 50 X .75 SLOT INCHES [MILLIMETERS, j N (3) PLACES a"aT �E PRE GALVANIZED BIKE RACK KIT, <3) LOOP SURFACE MOUNT Mnrcal"L 2375' OD X .12OW GALVANIZED STEEL TUBE aaTE -- — — G4l21/06 I' nRnWN ar THE tiV 1C \[.R CCiviP:\NIf_S RJF N1 H SIZE WEIGHT utT NUMa�a REV GALVANIZE➢ 49,2 LES SR3LW—S�'I BIKE RACK SCALE: NONE Know what's below. Call before you dig. 0 10 20 40 SCALE: 1" = 20.00' y��o 2 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. IFSTARBUCKS TEMPLATE VERSION i2014,10.20 ARCHITECT OF RECORD 7007 DISCOVERY BLVD DUBLIN, OH 43017 614.634.7000 T PRELIMINARY - NOT FOR CONSTRUCTION co LL O � LO W 00 N Z v< W � W W Uj J Or_ O Z F-' U I-' Z > ~ U W U W r 0 Z 0 �� a0 a�o o� STORE #: PROJECT #: CASEWORK CONCEPT: ISSUE DATE: 08.31.2017 DESIGN MANAGER: LEEDOAP: WD PARTNERS PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: LANDSCAPE PLAN SCALE: AS SHOWN 1" SHEET NUMBER: L-1001